Loading...
HomeMy WebLinkAbout210-238 Merry Brook Cir (a)GENERAL NOTES SYMBOLS SHEET INDEX AGNO.1 COVER SHEET, SHEET INDEX, GENERAL I. To the best of the architects' knowledge these construction documents are o NOTES, SYMBOLS & ABBREVIATIONS in conformance with the requirements of the building authorities having ELEVATION KEY OR SECTION KEY ;,; SHELF ABOVE C� WATER CLOSE=T DOUBLE SINK jurisdiction over this type of construction and occupancy. SHEET NUMBER -�' SOFFIT ABOVE ELEVATION -TRADITIONAL 2. It 15 the intent of the architect to delineate these documents a5 accurate A1.1 B-8 BUILDING SLAB PLAN 05 possible For, the purpose of graphic representation. Do riot "scale" 7(51ZE) TUB/5HOWER SINGLE SINK these documents. The dimensions Shawn are to take precedence over DETAIL NUMBER OR SECTION KEY ,� DIMENSIONAL LUMBERA1.1 UW -R SLAB PLAN -WILLOW -LOT 70 scaling the documents. The general contractor shall take full responsibility SHEET NUMBER A1.1 UR -R SLAB PLAN -REDWOOD -LOT 71 for, any incorrect work and any repair of said work as a result of scaling BLOGKIN6 A1.1 UR -R SLAB PLAN - REDWOOD - LOT 72 the documents. \SIZE) �p NAaIER A1.1 UB -L SLAB PLAN - BIRCH - LOT 73 c ROUGH SAWN WOOD O l� A1.1 UB -R SLAB PLAN - BIRCH - LOT 74 �. All work performed by the general contractor hall comply and conform with � ANGLE SfIUWER local and state building codes, ordinances and regulations, along with all "`��4 PLYWOOD / \ A1.1 UR -L SLAB PLAN - REDWOOD - LOT 75 other authorities having jurisdiction. The general contractor i5 responsible�� DRYER A1.1 UR -L SLAB PLAN - REDWOOD - LOT 76 to be aware of these requirements and governing regulations. ( 1 ) NOTE NUMBER INSULATED SHEATHING A1.1 UW -L SLAB PLAN - WILLOW - LOT 77 li(�-/ 0) 4. The general contractor shall thoroughly review and become familiar with LAVATORY these, documents. Upon review, the general contractor shall document and �I REVISION NUMBER (DELTA) BATT INSULATION MEDICINE CABINET A2.1 B-8 BUILDING MAIN FLOOR PLAN notify the architect OF any errors, omissions, discrepancies and / or A2.2B-8 BUILDING UPPER FLOOR PLAN Inconslstencles prior to the start OF any portion OF the proposed work. The A RIGID INSULATION (7-J)PEDESTAL SINK architect shall review the rO o5ed corrections after the recei t of SHEET NUMBER A2.1 UW -R FLOOR PLANS- WILLOW - LO f 70 P P PREFRIGERATOR notification. The discovery of discrepancies and / or conFliGts after the D I -I B 2X4WOOD STUD PARTITION �- A2.1 UR -R FLOOR PLANS - REDWOOD - LOT 71 Start of work shall be, the Full responsibility of the general contractor to O 0 A2.1 UR -R FLOOR PLANS -'REDWOOD - LOT 72 repalr or replace. G ELEVATION LETTER OVEN/GOOKTOP 2X6 WOOD STUD PARTITION � �-� A2.1 UB -L FLOOR PLANS -BIRCH - A - LOT 73 5. The general contractor, shall be responsible For the correction of any EI � � EARTH A2.1 UB -R FLOOR PLANS - BIRCH - A - LOT 74 errors, orni55ions, di5cre ancie5 and / or, inconsistencies which have not been brought to the architectp' attention. ;f;.✓ ,,,! 2X8 WOOD STUD PARTITION A2.1 UR -L FLOOR PLANS -REDWOOD -LOT 75 SAND OR GRAVEL FILL A2.1 UR -L FLOOR PLANS -REDWOOD - LOT 76 6. The general contractor shall accept the premi5e5 as 15, in its current state. CONCRETE BLOCK A2.1 UW -L FLOOR PLANS - WILLOW - LOT 77 The owner 5holl o55ume. no responsibility for the condition of the existing ® BRIGK .. site, and its contents, at the time of bidding or thereafter. CONCRETE A3.1 B-8 BUILDING FRONT & REAR ELEVATIONS -1. The. general contractor, Shall Field verify all exlsking site conditions, along Periods only used on one word abbreviations, if the abbreviation A3.2B-8 BUILDING SIDE ELEVATIONS with dimensions, prior to the start of any portion of the work. All findings,a UBS A (s a d(fferent word by itself; e.g. ARGH., BIT., and LAM. A3.113-8 WILLOW ELEVATIONS -LOT 70 discrepancies and concerns Shall be brought to the Owners' attention in Periods are usually used when abbreviating multiple word5, unless they written Format. are very common without periods; e.g. AFF, HVAC, R/A, and WWF. A3.1 UR -R REDWOOD ELEVATIONS - LOT 71 A.B. ANCHOR BOLT FA5 FAsrEN(Ew PAS PARALLEL PANTRY A3.1 UR -R REDWOOD ELEVATIONS - LOT 72 8. The general contractor shall be responsible for all work and materials ABV ABOVE F F.A.U. FORGED AIR UNIT P PDT). PARTICLE BOARD A3.1 UB -L BIRCH - A ELEVATIONS - LOT 73 represented on these documents Including the work and materlal5 furni5hed AIC, AIR CONDITIONING F.B. FACE BRICK PG. GONG. PRECAST CONCRETE by 5Ub6ontra6tor5 and VendOrS. AGG AGGE55 F.B.D. FURNISHED BY OTHERS P.E. PORCELAIN ENAMEL A3.1 UB -R BIRCH - A ELEVATIONS - LOT 74 AFF ABOVEIGAL IN15HILE FLOOR) F. FLOR F.E. FIRE�EXTTINGUIN5HER PERI PERIMETER FED PEDESTAL (51NK) A3.1 UR -L REDWOOD ELEVATIONS - LOT 75 Cl. Deviations From these documents in the construction phase 51hall be A.D. AREA DRAIN F.F. FINISH FLOOR (LINE) PK6 PARKING A3.1 UR -L REDWOOD ELEVATIONS -LOT 76 reviewed a the architect and the owwor owner prior to the start of k in ADD ADDENDUM F.G. FIXED GLASS PL PLATE (HEIaff) P ADH ADHE51VE FOL FIBERGLA55 P.LAM. PLASTIC, LAMINATE A3.1 UW -L WILLOW ELEVATIONS -LOT 77 question. Any deviations from these documents without prior review, shall be ADJ ADJUSTABLE FIN FIN15H PLA5 PLASTER the sole responsibility of the general contractor. A66 AGGRE6ATE FLO FLA5HING PNL PANEL A.H.U. AIR HANDLING UNIT FLR FLOOR(IN6) PNT PAINT(ED) ALT ALTERNATE FLUR FLUOR5GENT(LI6HT) PR PAIR (OF) A3.413-8 BUILDING ROOF PLAN IO. It 15 the Sole re5pon5lbility of the general contractor to determine erection ALUM ALUMINUM FN FENCE PREFAB PREFABRICATED r ocedure, means and methods and Se uence Of GUn5tr'u( Lion. A.P. AGGE55 PANEL FND FOUNDATION P5F POUNDS PER SQUARE FOOT P q APX APPROXIMATE F.O. FAGE OF P51 POUNDS PER SQUARE INCH ARCH. ARGHITEGT(URAL) FP FIR PROOF P5L PARALLEL STRAND LUMBER A5.1 UW -R INTERIOR ELEVATIONS - WILLOW - LOT 70 11. The general contractor, is responsible to produce and comply with an ASPH ASPHALT FPHB FREEZE PROOF H05E BIBB PTN PARTITION A5.1 UR -R INTERIOR ELEVATIONS -REDWOOD - LOT' 71 A.T. ASPHALT TILE FPL FIREPLACE P.T. PPE55UR TREATED (WOOD) approved construction schedule acceptable to the owners expectations. AUTO. AUTOMATIC, FR FRAME(PANG) PV PAVE(0) OR PAVING A5.1 UR -R INTERIOR ELEVATIONS -REDWOOD LOT 72 AVG AVERAGE F5 FULL 51ZE PVC, POLYVINYL CHLORIDE (PIPE) 12. The owner, shall Furnish any and all reports received From the geotechnical AWN6 ANNIN6 FT6 FOOTING PVMT PAVEMENT A5.1 UB -L INTERIOR ELEVATIONS BIRCH - LOT 73 FUR FURRED ING ( ) PWD P YWOOD engineer' (sail reports), on the study of the proposed site, to the architect, B36 36" WIDE BA5E GAB. L structural engineer and general contractor. In the event the geotechnical BD BOARD 6A GAUGE Q.T. QUARRY TILE A5.1 UB -R INTERIOR ELEVATIONS -BIRCH -LOT 74 BF BI FOLD (DOOR) G.B. GYPSUM (WALL) BOARD A5.1 UR -L INTERIOR ELEVATIONS - REDWOOD - LOT 75 reports do riot exist, the soil condition shall be assumed to be a minimum B1T. BITUMINOU5 6.6. GENERAL CONTRACTOR® R R15ER (ON STAIRS) de5lgn 5oll pressure stated by the structural engineer of recordR for the i3LKG BLOCKING 6D GRADE OR GRADING R/A RETURN AIR A5.1 UR -L INTERIOR ELEVATIONS - REDWOOD - LOT 76 u 056 of structural design. General contractor shall assure the Soil BLDG BUILDING ODD. GARAGE DOOR OPENER R.B. RUBBER BASE P. "P g BLK BLOCK (GMU5) GFI GROUND FAULT INTERRUPTER RAD RADIUS A5.1 UW -L INTERIOR ELEVATIONS - WILLOW LOT 77 Conditions meet or exceed this criteria. BLK6 BLOGKING GL GLA55 OR GLAZING RBL RUBBLE BM BEAM 6L.BK. GLA55 BLOCK R.D. ROOF DRAIN B.M. BENCH MARK 6.1. GALVANIZED IRON REF OR REFR REFRIGERATOR I3A5.2UW-R SECTIONS -WILLOW -LOT 70 . Shop drawing review and distribution, along With product submittals, BP BI-PA55 (DOOR) GT GROUT RQ RQUIRD requested in the construction documents, 5hall be the sole re5pon5ibility of BR6 BEARING R5 RESILIENT A5.2UR-R SECTIONS - REDWOOD - LOT 71 the .,eneral contractor, unless directed otherwi5e under a 5e arate BRK BRIGK 42"H 42" HIGH (WALL) RV RV1510N(5), REVISED g P B.5. BOTH SIDES H HB H05E BIBB REINF REINFORGED(ING) A5.2UR-R SECTIONS - REDWOOD - LOT 72 agreement. 155MT BASEMENT H.G. HOLLOW GOR RF6 ROOFING BTM OR BOT BOTTOM HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX A5.2UB-L SECTIONS - BIRCH - LOT 73 BTWN BETWEEN H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING 14. The, architect shall not accept, Or review any request for, Shop drawing BVL BEVELED HDR HEADER R4M RANGE W/ MIGROWAVE A5.2UB-R SECTIONS - BIRCH - LOT 74 reviei,i and / Or, stamp Without the review and Starnp OF the general B.W. BOTH WAYS HON HARDNARE RM Roots A5.2UR-L SECTIONS -REDWOOD -LOT 75 contractor clearly Shown on the documentE H.M. HOLLOW METAL s. GAB GABINR.O. ROUGH OPENING R.O.W. RIGHT OF WAY G.B. CATCH BASIN HORZ HORIZONTAL A5.2UR-L SECTIONS - REDWOOD - LOT 76 15. The arae shall be separated From the residence and it5 attic area GEM GEMENT HR HOUR R/5 OR R45 ROD AND 5HELF(5) garage P GER GERAMIc A5.2UW-L SECTIONS - WILLOW - LOT 77 not less than 1/2" Lr 5urn board applied to the garage side. (In accordance GF CUBIC, FOOT N.R. HALF ROUND (WINDOW) 5C, SOLID GDR (DOOR) g�r� PF g g H5 HORIZONTAL SLIDER S 5GH SCHEDULE With 5eGtion 8302.6 of the 2010 I'DG-Re5ldentiaU G.F.O. CEILING FIXTURE OUTLET HTC, HEATING 5O SMOKE DETECTOR GRAM CHAMFER HVAC HEATIN6/VENTILATINO/AIR COND. SEC SECTION DETAILS G.I. GAST IRON HNP HARDWOOD (FLOORS) 16. A c orate beneath habitable room5 shall be se orated not 1655 than G.I.P. GONG. GA5T-IN-PLACE GONG. S.F. SQUARE FLET .] � p by GIRGLEa SF.GL. SAFETY GLA55 D1.1 STAIR DETAILS 5/8", Type X gyp5urn board. (In accordance with Section 8302.6 of the c IR GIRGUMFERENGE y I.D. IRONING BOARDR 5.G.D. SLIDING GLA55 DOOR 21.2 WALL DETAILS FIBERGLASS SHINGLES FBG -i :e5ldentlal) G.J. CONTROL JOINT OR GON5TRUGTION JOINT I.L.D. IN LIEU OF 5H SINGLE HUNG SHELF(VING) 5HT (DRAWING) SHEET GK GALK(ING) CAULKING) I.M. IN5ULATE0 METAL 5HTH6 SHEATHING GL GL05ET OR CENTER LINE INS OR IN5UL IN5ULATED(TION) 51M 5IMILAR 61-6 GEILIN6 INT INTERIOR ,LR GLEAR(ANGE) 5KL SKYLIGHT RECORD COPY GLS GLO%RE OR GL05ER (DOOR) J5T W15T (FLOOR OR ROOF) 5L 5IDELI&HT OR SLEEVE GM GENTIMETER(5) JT JOINT 5NT SEALANT SPG 5PAGER GMU CONCRETE MA50NRY UNIT G.O. GA5ED OPENING KO KNOGKOOWN ((EILIN6) SPLG (AUDIO5PEGIF) 5PEANS COL COLUMN KIT KITCHEN SPK (AUDIO) 5PEAKEL COMB COMBINATION KO KNOCKOUT 5.51.1) 5TANPAR STLLL GONG GONGRETE KPL KIGKPLATE (ON DOOR) STD STANDARD 5"iG OR STD STORAGE GOND (Ac) CONDENSER K/5 KNEE 5PAGE CONST GON5TRUGTION 57L STEEL �V�LprNG` GONT GONTINUOU5 LAM, LAMINATE(Q) 5TR STRUCTURAL GDNTR CONTRACTOR L LAV LAVATORY (SINK) 5a 5QUARE CORP CORRUGATED L.B.O. LOCATION BS.YJY OTHERS 5A. SUSPENDED SANFORD SHEAR WALL GPR COPPER LIV LIVING G OROPT CARPETGRS GDURSE(5) L.L. LIVE LOAD T TREAD (AT 5TAIR5) OR TILE OARTM���. GSMT CASEMENT L.P. LAMINATED PLASTIC T.B. TOWEL BAR G.ST. GA5T STONE L5L LAMINATED STRAND LUMBER T.B.D. TO BL DETERMINED LT LIGHT TG TERRA GOTTA G.T. GERAMIG TILE L.T. LAUNDRY TUB T.G.J. TROWELED CONTROL JOINT GTR GENTER OR COUNTER LTL LINTEL TEMP. TEMPERED (GLA55) GY GUBIG YARD L.V. LOW VOLTAGE LVL LAMINATED VENEER LUMBER TTONGUE d GROOVE 1212 12" DEEP LVR LOUVER TEELL TELEPHONE(NE5 D DRYER, OR DRAIN THK THICK(NE55) REVIEWED FOR CODE COMPLIANCE DBL DOUBLE ]� M METER(5) TNR THRESHOLD DEGO DECORATIVE M MAX MAXIMUM T.O.G. TOP OF CONCRETE DEM DEMOLISH, DEMOLITION MA5 MASONRY T.O.F. TOP OF FOUNDATION PLAINS EXAMI R DEP PEPRE55EP MATL MATERIAL T.O.M. TOP OF MASONRY DLT DETAIL T.D.W. TDP OF WINDOW MG MEDICINE CABINET DATE D.F. DRINKING FOUNTAIN MEGH MEGHANIGAL TR OR TRP TRANSOM ER O L DH DOUBLE HUNG MFR. MANUFACTURER TP TOILET PAPER HOLDER DIA OR DIAM DIAMETER MH MANHOLETV TELEV15ION OUTLET OR LOCATION DIM DIMENSION MIN MINIMUM TYP TYPICAL D.L. DEAD LOAD MIR MIRROR UG UNOERGUT(OOOR) ON DOWN (5TAIR5) M15C M156ELLANEOU5 U UNF UNFINISHED D.P. DAMP -PROOFING MLD MOULDING U.N.D. UNLE55 NOTED OTHERN15E DR DOOR MM MILLIMETER SANFORD BUILDING DiVISI N DRY DRYER MACHINE MMB MEMBRANE VB VANITY BASE _ a D5 DOWNSPOUT M.O. MA50NRY OPENINGA PERMIT ISSUED SHALL BE CONSTRUED TO BE A 9/5 DRAWER 5TAGK (CABINET) V.B. VAPOR BARRIER MOD MODULAR V1336 36" WIDE VANITY BASE LICENSE TO PROCEED WITH THE WORK AND NOT AS D.T. DRAIN TILE MRB MARBLE VERT VERTICAL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET DTL DETAIL MTL METAL VIN (SHEET) VINYL ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL DW DISH WASHER MT MOUNTED(ING) V.5. VEGETABLE SINK CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT DWG DRAWING MULL MULLION OR MULLED V.T. VINYL TILE THE BUILDING OFFICIAL FROM THEREAFTER DNR DRAWER IL I N/A NOT APPLICABLE REQUIRING A CORRH WALL GAECTION OF ERRORS IN PLANS, Q EA EACH N.I.G. NOT IN CONTRACT ��/ N36930 36"W X 30"B CONSTRUCTION OR VIOLATIONS OF THIS CODE y7 E ` EB EYEBROW (FLAT ARCH) NL NAILADLE 1171 W WIDE OR WA5HIN6 MACHINE E.F. EACH FACE NOM NOMINAL WG WATER CLOSET ) E.J. EXPAN51ON JOINT N.T.5. NOT TO 5GALE WD WOOD EL ELEVATION N.6.V.D. NAT. GEODETIC, VERTICAL DATUM WF WIDE FLANGE (STEEL BEAM) ELEG ELEGTRIG(AL) WH WATER HEATER E.P. ELEGTRICAL PANEL® OA OVERALL W.H. WALL HUNG EQ EQUAL OB5 OB5GURE (GLA55) WI WROUGHT IRON COMPACTION TEST EST ESTIMATE O.G. ON GENTER WIG WALK-IN GL05ET REQUIRED G. ELECTRIC, WATER COOLER O.CAB. OVERHEAD CABINET WIN WINDOW L W.H.G EXISTING OD. OUTSIDE DIAMETER W/ W/O WITH OR WITHOUT Results t8 be Verified EXIT EXHAUST 0.0,2. OVERHEAD GARAGE DOOR WP WATERPROOF(ING) at Slab Inspection EXT EXTERIOR OH OVERHEAD W.R. WATER RESISTANT OPN6 OPENING W.S. WATER SOFTENER OPT OPTIONAL W5(,T WAIN560T 055 ORIENTED STRAND BOARD W.T.W. WALL TO WALL WWF WELDED WIRE FABRIG RECORD COPY SQUARE FOTAOES BIRCH - PLAN 1832 - TRADITIONAL �h1AiN Fi OOP MAIN FLOOR_ 834 UPPER FLOOR q018 StBTOTAL 102 GARAGE. 2.4q PORGH 68 LANAI 102 Z� 61 VIAL I)ESI61d i 1 5" 7 6.8 N 0) CQ 1 __�,,,., oNo 813 265 4808 C-3 ,--�- n JOB NO: 02J 14020 PROJ MGR: JF 7 7 t, C U) COYER SHEEi SHEEN T INDEX, wN 7 GENERAL NOTES, - 5YMQOL5 4 ABBREVIATIONS O LOT 70-77 AUimftnu 771 s� RECORD COPY i I ! j cr_'Bs i�I z�° U) �E .1W SQUARE FOTAOES BIRCH - PLAN 1832 - TRADITIONAL �h1AiN Fi OOP MAIN FLOOR_ 834 UPPER FLOOR q018 StBTOTAL 102 GARAGE. 2.4q PORGH 68 LANAI 102 BAL.GON-( 61 VIAL "`k•'�"�u ,,1�q�� syv' uop �j Imo, L.[') -� k'-•- "`' F . QU RFOOTAGES 01 �h1AiN Fi OOP a I ' UPPER FL0Q�--_-_.(-_.10561 r. t r.,T� I4I T (GARAGE �F>EKu "`k•'�"�u ,,1�q�� syv' uop �j Imo, L.[') -� k'-•- "`' F . QU RFOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL �h1AiN Fi OOP ( q>> UPPER FL0Q�--_-_.(-_.10561 r. t r.,T� I4I T (GARAGE 2.40 -- - - PO_RGH LANAI ---- - � � 102 BAL.GONY A_ -I - DD 4 9 U Ft -F --z <r j SQUARE FOOTA ES WILLOW - PLAN 20.59 TRADITIONAL MAIN FLOOR 7-10 UPPER FLOOR 12613 ®TAE 2 GARAGE 458 PORGII _ q LANAI 613 .2623 0 RECORD COPY N I Qi N I MEN Ii`-- AM a 0 C6 I -- SQUARE FOOTA ES WILLOW - PLAN 20.59 TRADITIONAL MAIN FLOOR 7-10 UPPER FLOOR 12613 ®TAE 2 GARAGE 458 PORGII _ q LANAI 613 .2623 � N N 117 AM .� L.L P � J I)ESI61d i 1 5" 7 6.8 N CQ 1 __�,,,., r LO 813 265 4808 ,--�- n Em I 117 AM BS B P � J I)ESI61d i 1 5" 7 6.8 wWw.bsbdesign.com 1 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF 7 7 t, DRAWN: CHECKED: COYER SHEEi SHEEN T INDEX, " 7 GENERAL NOTES, - 5YMQOL5 4 ABBREVIATIONS LOT 70-77 AUimftnu 771 RECORD COPY i I 0 �9 9 -j1-211 176'_8" Ck CL 20'-0" I 16'-10" 5'-2" 16'-10" 8 16'-10" q'-8" ' 16'-10" 8.. ' I L T 77 WILLOW - L ELEVATION = +0'-0" LOT 76 REDWOOD ELEVATION = +0'-0" REDWOOD- L ELEVATION -- +0'-0" ELEVATION = +0'-0" BIRCH - A - L ELEVATION = 1-0'-0" 16'-10" RB®W®®® - R ELEVATION = +0'-0" J'-2" 16'-10" I Q ��►v���iarrr � � i ^�.. tom• u � �� 'x'4� m CJ I r' �✓ Ml CD CD CN i. l 0 Q) C M C-0 � n � 0 CU ci a m i l ��P 41M iiuu enm DESIGN . I www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED; 5LAB PLAN LCAT 70,77 I� GOMMONWALL 22'-4" 15'-2" 1 _2 nr------------- II I I — II i II I II I II I II I III I it I II I II I II I II � III I II I - II � II II II I II II II I III II I II I II i -O'-3 1/2" II III II I I I h a-011 Iii m `F I j O 3 1/2" GONGRETE SLAB (PER cn 5TRUGTURAL) OVER 6 -MIL. VAPOR I j BARRIER OVER GLEAN GOMPAGTED I SOIL. BUILDER TO PROVIDE III TERMITIGIDE TREATMENT TO 36" MIN. ABOVE FIN15H FLOOR II I III I II I II I II I II I II I III , II II I I rl i II II I - II II II II I 0'-0" ter, II L___ -___-J SLOPE I/8" I r--- -----I I _ PERF OT II I II I i2'-3" u 1 0/2 21_611 10'-21112" L----� 4 F --- -C_____ PROVIDE LINE TF FOR IGEMAKER I I ;X; coo I, i 2x6=AC��I i �--J I N.G. i i DW SINK W/ 015P. REF. II II II II O Li = I cn Ili GAS m ,9 RANGE ------ li Q O' -O" J O 1 I L--10 � ----- -- PED. JI i �? -0'-5 1/2" L f C) _ _�� N I = I li 1'-72" 2-l'q'-21114 I II I I i I� Of O' -0't LU I.L 63 LU 1 A Q SLAB GUT OUT 4'-2" 161-011 21-211 22'-4" 01' GOMMONWALL 9 v- a Y I LRUCTI ASSEMBLIES: — A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING' AND ROOF FRAMING PER STRUCTURAL. 13. TYPICAL FRAME FLOOR GON5TRUGTI0N: FIN151-1 FLOORING ON.5/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR >1015T5 AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HAL L COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHEGr5. B. NINDON SUPPLIER TO VERIFY/vi- LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE: A CLEAR EGRESS OPFNING OF 5A 50. FT. KITH MIN. DIMENSION off- 24" IN HEI6I-IT AND 20" IN WIDTH; 511-L HEIGHT NOT GR.EATEf? THAN 44" ABOVE FLOOR. G. TYPICAL WINPON HEAD HEIGHT: V O A.F.F @ q'--4" PLATE HEIGHT (U.N.o.) T --o" A.F.F o W-1" PLATE HEIGHT (U.N.0) E. EI__EGTRIGAL: ALL ELEGTRICAL AND MECHANICAL EQUIPMENT $ METERS ARE 5UB.JEU TO RELOCATION DUE TO FIELD GoNDITIONS; GoNTRAGTOR 1-O VERIFY. F. HVAC_ PROVIDE BACK DRAFT DAMPERS p DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5-rUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHER.WI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERN15E NOTED. FOUNDATION I. STRUCTURAL FOUNDATION PLANS SHALL BE 13Y OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD POST SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARArvB DOOR. 3. EMERGENGY EGRE55: WINDOW5 SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING, CODES. MAXIMUM SILL HEI<,HT OF E6RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED EW BUILDER, CLEAT? DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM N/ LADDER AT EGRE`a5 1'1dINDOW5. 5. DROP TOP OF FOU�iDA I"ION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. -1. LINE OF 51 -OOP ABOVE:. b; HANDRAIL q. N\A 10. N\A 11. N\A 12. N\A 13. OPTIONAL 5 WIRE SHELF LINEN 14, OPTIONAL WIRE 5HELVING PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POCKET 18, LINE OF SLAB ABOVE. Iq. PROVIDE MIN. I/2" GYPSUM BOAP.D ON WALL5, UNDER STAIR 5URFAGE, AND ON 50FFIT5 OF ENCL05ED AGGE551BLE SPACE UNDER STAIRS. I fr T_ wZw o dam 0) LO f spa 0 CO 0 O r.. LL Yfo L! 1 -� w 3 •i O !7 Cj i a r Q'_0 0. f� m co 44 ur V � ,i,/ .. , .ill � � •>w o d "C) c� 9 CD N CD CD N� C-4 10 J LL. O d' ) (D cis CL BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 3 NO: 02J14020 PROJ MGR: JF AWN: ST CHECKED: AB PLAN :ADITIONAL ELEVATION -LOW - RIGHT Lot 70 Willow - Plan 2059 GOMMONNALL <k GOMMONWALL CK. 22'-0" 411 16'-10" 4'-10" J -----------t r II II I III I I 9 _10 W � III `n Q -ek -0'-3 1/2" II I II -------------I 01-011 II II II II II II II II it III i II II it II II II II II II II II III III II II II =N II II III mi III t 1/2" CONCRETE 51 (PER I TRUGTUF?AL) OVER 6 -MIL. VAPOR ___ --- I ARRIER OVER GLEAN GOMPAGTED I r ----------- 501L. --------- IL. BUILDER TO PROVIDE 11 FERMITIGIDE TPEATMEN-I' TO 36" MIN. I I I IABOVE FIN1511 FLOOR I I II _ II II II I I ti- I I I I r ---j I I II II it *O-oili i i i1 II II II II II II II II II II II II III 1 X11 1 I �.� II II II II II II II � II I I i �'-5Y2" 2 _6 8'-I JY2" I II I ROVIDE LINE FOR IGEMAKER II OO II II II II ¢ II II -- �-5�1 __ o 0 0X� 1^7A_J --- �/<\ I IJIJ REF. I I IG___ I DW SINK W/ D15P. II - II I I -cV I I GAS ii RANGE ll 1 � II II II 0 I III \J j l III I III I I I \J ---------- I-----------� I I IJ r ------.----I I 8'-44/4 ii I'-113�FIL I'-7" q'42" �2 5�2 II II I I I LLQ C -J I II L cel II I II TYPICAL CONSTRUCTION. � II I I A. TYPIGAL ROOF G_ON51PUGfION: I I Q_ II VARIE5, PER GOMMUNITY 5PEC,5) OVER ROOF a 5HEATF}I1v- AND ROOF FRAMING PEP. STRUGIUPAL, I B. TYPIGAL FRAME FLOOR CONE, f FZUGTION: II FINI5FI FLOORING ON 3/4" TONGUE % 6POOVE II I FLOOR SHEATHING ON FLOOR '1T lJ5SE5 :OR III FLOOR JOISTS AS NOTED ON 5TRUGTURAL DI ANING5. ii G. SLAB ON 6RADE FLOOR GONSTRUGTION: o ii BARRIER. 1"0 S FRUG TURAL ENGINEERIN6 DRArlINGS, TYP. WINDOW5: , I'-1134 ' A. ALL WINpU'WS SHALL GOMPLY WITH r ♦� -0'-31/2"= APPLIGABLE PE5. GHEGKS. I � I O o _ o i i O' -O" m u_J o I W. L I h Y,' -O" A.F.F.@ cI'-4" PLATE HEIGHT (U.N.0) SLAB GUT OUT — E. ELEGTRIGAL: ALL ELEG"rRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEG"I- TO RELOGATION DUE TO FIELD GONDITION5; I GONTRAGTOR TO VERIFY. F. HVAC: m VENT, HOOD VENT, 4 EXHAUST FANS, G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. 2'-2" 8'-O" 6'-O" 3'-8" 12'-4" 22-0" I GOMMONWALL 0'-O" 2-2" " TYPICAL CONSTRUCTION. A. TYPIGAL ROOF G_ON51PUGfION: SHINGLE OR GONGRE-i TILE ROOF (5"(-YLE VARIE5, PER GOMMUNITY 5PEC,5) OVER ROOF a 5HEATF}I1v- AND ROOF FRAMING PEP. STRUGIUPAL, B. TYPIGAL FRAME FLOOR CONE, f FZUGTION: FINI5FI FLOORING ON 3/4" TONGUE % 6POOVE FLOOR SHEATHING ON FLOOR '1T lJ5SE5 :OR 04 FLOOR JOISTS AS NOTED ON 5TRUGTURAL DI ANING5. G. SLAB ON 6RADE FLOOR GONSTRUGTION: MONOLITHIG GONGI<ETE 5LA13 OVER VAPOR BARRIER. 1"0 S FRUG TURAL ENGINEERIN6 DRArlINGS, TYP. WINDOW5: , A. ALL WINpU'WS SHALL GOMPLY WITH MINIMUM STANDAI?D� OUTLINED IN APPLIGABLE PE5. GHEGKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW,IN ALL E3EDROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN !-IEIGH-F AND 20" IN WIDTH; 51LL HEIGHT No -r GREATER u�i C) THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: Y,' -O" A.F.F.@ cI'-4" PLATE HEIGHT (U.N.0) ?-0" A.F.F © 64' PLATE HEIGHT E. ELEGTRIGAL: ALL ELEG"rRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEG"I- TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS, G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FAGS: OF 5-1 U L. ALL EXTERIOR DiI"1F1d510N5 ARE TO FACE OF GMU OR 5FUD5 JNLE55 OTHERw15E NOTED., M. ALL ANGLED PARTITIONS ARE 15 DEG?EE5 UNL E55 OTHERY115E ?TOTED. �FOUNDATIONIAOTEr L STRUG'NRAL FowJuA- iON PLANS 5HAL.I_ BE B'( OTHERS, SEE 5 T%UGTUI?AL FOUNDATION AND FRAMING PLANS FOR STEEL GOLUMN , STEEL BEAM, MOOD, POST SIZES, AND DIMEN51ON5. —9 2. DROP (OP OF FOUNDATION AT GARA6'r4 DOOR.w, EMERGENGY EG-PE55. 1'1INDOW5 SHALL COMPLY WITH GOVERNING FIDE 4 BUILDING GODE5. MAXIMUM 51LL ,HEIGHT OF EG1i WINDOW SHALL NOT BE MORE* THAN 44" v A.F.F. 4. WINDOW WELL A5 SPEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL SHALL BE 56'x56" MINIMUM W/ LADDER Al` E6RE55 WINDQW5. 5, DROP TOP OF FOUNDATION AT PORGH STOOP. 6. LINE OF FRAMIN<a ABOVE. -1. LINE OF STOOP ABOVE. 5. HANDRAIL q. , N\A IO. N\A 11. N\A LU 12. NV\ 13. OPTIONAL 5 WIRE SHELF LINEN IZI. OPTIONAL WIRE SHELVING PER BUILDER SPEC'. 15. OPTIONAL VANITY :D 16. FLOOR DRAIN IT BEAM POCKET; 18. LINE OF 5L AB ABOVE, Ig. PROVIDE MIN. 1/2" <�YPSUM BOAPD ON WALL S, UNDER, 51 SURFAGE, AND ON 5OFFIT5 OF ENGLOEED AGGESSIBLE STAGE UNDER 9FAIF',5. S I b I " w a IA =z� 04 F ��o u�i C) cn a Nm� a O o° U �5 F Y iw 3 —9 LU o 'c :D a " AlBE Elm Im I u M%k 014 0 3 DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 OB NO: 02J14020 PROJ MGR; JF IRAWN: ST CHECKED: iLAB PLAN -RADITIONAL ELEVATION "EDWOOD - R16HT Lot 71 Redwood Flan 1943 m IA AlBE Elm Im I u M%k 014 0 3 DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 OB NO: 02J14020 PROJ MGR; JF IRAWN: ST CHECKED: iLAB PLAN -RADITIONAL ELEVATION "EDWOOD - R16HT Lot 71 Redwood Flan 1943 m GOMMONWALL CL GOMMONWALL C 22'-0" 4.. 16'-10" 4'-10" J'----------1 r II 11 I i it O II Rte-. O -� i l � °�- -0'-3 1/2" ii I II IIr -- -------- -----------------.----J �___ C--------- it 10'-0" I I II it II II II II 11I III II it II II II II II II II III 111 II II II �N II II III ml III I 1/2" GONGRETE SLAB (PEI-: I I I I 5TRUGTURAL) OVER 6 -MIL. VAPOR I IF- _---___� ARRIER OVER GLEAN GOMPAGTED I r^- - --� I OIL. EUILDER TO PROVIDE I I I I I IFERMITIGIDE TREATMENT TO 36" MIN. 1 1 1 1 II II ROVE FINISH FLOOR I I I I it it III m II III II � ii - III II � ii -�k 0'-OItI I I II 11 II II II II II II ii II II III LLD E ------ b'- 5/ V2 ----8'-5%2 2 _6 t3' -I UY2" I' -104I ROVIDE LINE I - FOR IGEMAKERI ii � II y 15:: n1j: REF. III DW SINK W/ D15P. II _ II II N 11 GA5 a� ii RANGE 191 191 II III I.II lul � O II II 1 9 1 1 9 L---------- _ - L --------- I g' -4Y4 1' 113/4 1'-T" q'4/2' 4/2 ; 5Y2 II II I L-, E -I I II III L I I I = II 0" j -0'-5 1/2" II `) III II II I I I lLl Q) I III I ° LU � I, I ---- -- �� N D- LI II i I Q II I I v I II Ln I I III -0' O'-0" 3�1•I I I I II -O'-3 1/2"- u - ---------- L I I = I 5LAB GUT OUT O' -O" I I p II I I L I I - 2'-2" 8'-O" 2'-2 12'-4" 01 I I 22'-0" I GOMMONWALL IO21 4' b' I 1/4" = 1'-0" AT 2204 Ilb" = 1'-0" AT HAI GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GONSTRUGTION: `;f TINGLE OR GONGRE-IE TILE ROOF (5TYLE VARIE5, PER GOMMUNIT'( 5PEG5) OVER ROOF 5HEATI-IING ANU ROOF FRAMING PER 5TRUGTURAL. E3. TYPIGAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATI-IING ON FLOOR TRU55E5 OR FLOOR ,10151-5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL o ENGINEERING DRAWIN65, TYP. te=a WINDOWS: ® mow ¢ A. ALL WINDOWS Sr TALL COMPLY WITH e V) MINIMUM 5TANDARD5 OUTLINED IN LD APPLIGABLE RE5. GHEGK5. Q< . WINDOW SUPPLIER TO VERIFY AT LEFST nz ONE WINDOW IN ALL BEDROOM5 TO HAVE A •r VI) GLEAR E6RE55 OPENING OF 5.7 50. FT. [� o - -a� WITH MIN. DIMEN51ON OF 24" IN IIElG11T AND � � o • � 3C), 20" IN 1,11PTH; SILL HEIGHT NOT GREATER o THAN 44" ABOVE FLOOR.) n o G. TYPIGAL WINDOW HEAD HEIGHT: 6-0" A.F.F @ W-4' PLATE 1-iE 66T (U.N.O.) -I'-O" A.F.F © b' -I" PLATE { IE1G1 IT (U.N.0) E. ELEGTRIGAL: ALL ELE<J TRIGAL AND MEGHANiGA.. , EQUIPMENT 4 METERS ARE 5UB.JEG"I' TO :;EL.00A-TION DUE TO FIELD GONDITIONS; ' GONTRAGTOR TO VERIFY F. HVP,G: PROVIDE E3AGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, d I XHAIU5T FANS. G. GEMENTITIOU5 FIN15H IN5TALL PER LO(�AL GODE. 1.1. DIMEN51ON5 ARE TO THE'FAGE OF 5TUD, a U.N.O. T L. ALL EXTERIOR DIMEN51ON5 ARE TO FADE OF GMU OR 5 UD5 UNLESS OTHERN15E .NOTED: M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLESS OTHERWISE NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE ° BY OTHER5. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLAN5 FOR STEEL GOLUMN } STEEL BEAM, WOOD P05"T 51ZE5, AND ����,i111!!!llg��' DIMI N510N5. a®a®,�Qiq w ��/o,✓ 2: DROP TOP OF FOUNDATION AT GARAGE ��•� �,.� ,X� � DOOR., Lk #6 f l 3. EMERGENCY EGRE55: WINDOW5 5HALL "h'�"tld GOMPLY WITH GOVERNING FIRE ,s BUILDING GODE5. MAXIMUM SILL HEIGHT- OF EGRESS '® � WINDOW 5HALL NOT BE MORE THAN 44 A.F.F. (d 'e< z 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. 'a �mg°� �`�,� � GLEAR DIMEN5ION5 OF k�ELL 5HALL Braa, < r 3 W 6"x36" MINIMUM /LADDER AT EGRE55 NINDO1,15. 0! 5. DROP TOP OF FOUNDATION AT PORG H ik STOOP. 6. LINE OF FRAMING ABOVE \) 1. LINE OF STOOP ABOVE: 0 ORM t3. HANDRAIL q. NU'\ 10. N\A , 11. NVA Imo.. NSA 13. OPTIONAL 5 WIRE 5HELF LINEN 14. OPTIONAL HIRE SHELVING PER BUILDER CD 5PEG. 6. OPTIONAL VANITY 16. FLOOR DRAIN IT BEAM POGKE7 =3 IJ. LINE OF SLAB ABOVE. co Iq. PROVIDE MIN, 1/2" GYPSUM E30APO ON aD WALL5, UNDER 5TAIR 5URFAGE, AND ON C LO o 5OFFIT5 OF ENGL05ED AGGESSIELE :PAGE UNDER 5TAIR5:MERM _J C 7 0C'q J 0 lam :57 r � a- BsB DESIGN 1j1/ww.bsbdesign,com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF BRAWN: ST CHECKED: SLAB PLAN TRADITIONAL ELEVATION nSANPoR�L) REDWOOD RIGHT TraditifflOwt,sloum-I&I Int 79 ����redwood -Pian 193 iAwaa ILAmmum R 99! "'I I -765 1 #15—W /72 GOMMONHALL 22'-0" I -.r --------- II 11 - 2. 6 � I II 11 Iii A. TYPICAL ROOF GON5TRUGTION: _ c�)U - �� I VARIE5, PER GOMMUNITY 5PEC5) OVER POOF ;v 51-IEAT-IIN6, AND ROOF FRAMING PER i Q - B. lTYPIGAL FRAME FLOOD CONSTRUCTION;,' F INI5FI FLOORING ON 3/4" TONGUE d GROOVE FLOOR 5HEATHING5 ON FLOOR TRU55E5 OR i FLOOR ,JOI5T5 A NOTEDr> ON 5TRUGi'URAI i LU -0'-3 1/2" �' I II C, 5LAQ ON 6> F?AUE FLOOR GONSTRUGTION: � MONOLITHIC GONGRJETE SLAB OVER VAPOR II IL ---------- r----- — I---------------.-.----- EN6INEERIN6 DRAHIN65, -IYP Ili01-011 I III Ii j Ll/ I I i 4'-10" APPLICABLE RE5. GHEGKS. B. KNDOH 5UPPLIER'To VERIFY AT LEAST II Ii I II 11 11 II I liI 11 11 11 II =N Ili 3 1/2" GONGRETE 5LAI3 (PER GLEAR F6RE55 OPENIN6 OF 5.150. FT. ' � it II II II II i i1 II II II II I WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 5TRUGTURAL) OVER 6—MIL. VAPOR 20" IN WIRTH; SILL I-IE16HT NOT GREATER I THAN 44" ABOVE FLOOR. BARRIER OVER GLEAN GOMPAGTED = _ � SOIL. BUILDER TO PROVIDE L E. ELEGTRIGAL: TERMITIGIDE TREATMENT TO 36" MIN. ALL ELECTRICAL AND MEGHANIGAL i EQUIPMENT T METERS ARE 5UBJECT "FO ABOVE FIN15H FLOOR O RELOCATION DUE TO FIELD CONDITION5; 6A5 I' 11 Iii i II II ill i iI 11 11 li I 11 I Ii 1 0'-0" RAN6E li II II i 1 II i i1 i 3 /4" q, -b% 2. 6 ASSEMBLIES: q' 52 A. TYPICAL ROOF GON5TRUGTION: I 1 I i PROVIDE LINE VARIE5, PER GOMMUNITY 5PEC5) OVER POOF 51-IEAT-IIN6, AND ROOF FRAMING PER i I iFOR IGEMAKE B. lTYPIGAL FRAME FLOOD CONSTRUCTION;,' F INI5FI FLOORING ON 3/4" TONGUE d GROOVE FLOOR 5HEATHING5 ON FLOOR TRU55E5 OR i FLOOR ,JOI5T5 A NOTEDr> ON 5TRUGi'URAI DRAHIN65. C, 5LAQ ON 6> F?AUE FLOOR GONSTRUGTION: MONOLITHIC GONGRJETE SLAB OVER VAPOR REF. I BARRIER. REFER TO 5-FRUGTURA+_ —__—T�scA�� (r �1 EN6INEERIN6 DRAHIN65, -IYP HINDOH5: III Ii j Ll/ APPLICABLE RE5. GHEGKS. B. KNDOH 5UPPLIER'To VERIFY AT LEAST 7 ONE HINDOH IN ALL BEOROOM5 TO HAVE A SINK H/ D15P. DH GLEAR F6RE55 OPENIN6 OF 5.150. FT. ' WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIRTH; SILL I-IE16HT NOT GREATER I THAN 44" ABOVE FLOOR. _ � I L E. ELEGTRIGAL: ,^ LO ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT T METERS ARE 5UBJECT "FO III RELOCATION DUE TO FIELD CONDITION5; 6A5 CONTRAGFOR TO VERIFY. F. HVAG: i iI PROVIDE BACK DRAFT DAMPER5 @ DRYER, RAN6E _ I I I I I ll CJ U.N.O_ L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF II III II ' I l 1 0 0 I I M. ALL ANGLED PARTiTION5 ARE 45 DEGC'.EE5 I I U P D. III II I L _.JL I II -- -------- j I BY OTHER5. 5EE 5FRUGTURAL;FOUNDA.TION `1 1 u 51 -EEL BEAM, WOOD PO'5T C31ZE5, AND 2'-3" DIMEN5105. ` 2. DROP TOP OF FOUNDATION AT 6ARA6F I s �4 3. EMER6ENGY E6f:E55: !,IINDOH5 51-IALL =ry COMPLY HITH 6OVERININ6 FIRE T BUIL DING- I = I - I I HINDOH `;HAIL NOT BE MORE THAN 44" A.F.F. II 4. HINDOH HELL A5 5PEGIFIED BY BUILDER, II 11 I I -0 5 1/2"A I I I I I STOOP. r----- 6. LINE OF FRAMING ABOVE. i II W.G. 1 1 II 1I q NW I = 1 1- - 1-- J I L I 13, OPTIONAL 5 HIRE SHELF= LINEN I r u 5PEG. 111 I Uj I6. FLOOR DRAIN i 18. LINE OF SLAB ABOVE. II Iq. PROVIDE MIN, 1/2" 6YP5UM BOARD ON HALLS, UNDER 5TAIF? 5URFA( E, AND ON I 5OFFIT5 OF ENGLO5ED AGGESSIBLE 5PAGE -UNDER 5TAIR5. S Ipw- b I all II O 2' 4' c3' 1 1/4" = 1'-0" AT 2204 I/5" = 1'-0" AT IIA -1 I I Traditiu, al SANFOaD Elevation I - #15 -772 r ------j Li I — I I I p I I I I I II I I I II II III I I 10'-0" I I 10'-0" II II I I IF i Ii 0'-0�� 5LAB CUT OUT -O'-3 Ill" QO p _ Q II _I u..l I I 2'-0" 8'-O" 2'-4" 8'-10" c� I �1- I 22'-0" �- GOMMONHALL 10'-2" GOMMONHALL (L GOMMONHALL ex TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CON6RETEE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PEC5) OVER POOF 51-IEAT-IIN6, AND ROOF FRAMING PER 5TRUGTURAL. B. lTYPIGAL FRAME FLOOD CONSTRUCTION;,' F INI5FI FLOORING ON 3/4" TONGUE d GROOVE FLOOR 5HEATHING5 ON FLOOR TRU55E5 OR FLOOR ,JOI5T5 A NOTEDr> ON 5TRUGi'URAI DRAHIN65. C, 5LAQ ON 6> F?AUE FLOOR GONSTRUGTION: MONOLITHIC GONGRJETE SLAB OVER VAPOR BARRIER. REFER TO 5-FRUGTURA+_ EN6INEERIN6 DRAHIN65, -IYP HINDOH5: A. ALL HINDO,' 5 SHALL GOM1'LY V IIT++ MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGKS. B. KNDOH 5UPPLIER'To VERIFY AT LEAST 7 ONE HINDOH IN ALL BEOROOM5 TO HAVE A GLEAR F6RE55 OPENIN6 OF 5.150. FT. ' WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIRTH; SILL I-IE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL HINOOKHEAD HEIGHT: 8'-O" A.F.F @ 1'-4" PLATE HEI6,HT (U.N.O.) 1'-0" A.F.F o d' -I" PLATE HEIGHT (U,N.O.) E. ELEGTRIGAL: ,^ LO ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT T METERS ARE 5UBJECT "FO RELOCATION DUE TO FIELD CONDITION5; CONTRAGFOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPER5 @ DRYER, VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H I115TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O_ L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWI5E NOTED, M. ALL ANGLED PARTiTION5 ARE 45 DEGC'.EE5 UNLE55 OTHERN15E NOTED. FOUNDATION NOTE I. 5TRUGTURAL FO)iJDATION:PLAN5 SHAD; BE BY OTHER5. 5EE 5FRUGTURAL;FOUNDA.TION AND FRAMING 1'LAN5 FOR 5TEEL GOLUMN, 51 -EEL BEAM, WOOD PO'5T C31ZE5, AND DIMEN5105. ` 2. DROP TOP OF FOUNDATION AT 6ARA6F DOOR. ,,, s �4 3. EMER6ENGY E6f:E55: !,IINDOH5 51-IALL COMPLY HITH 6OVERININ6 FIRE T BUIL DING- GODE5. MAXIMUM MILL I-IE161-IT OF E6,�E5' HINDOH `;HAIL NOT BE MORE THAN 44" A.F.F. 4. HINDOH HELL A5 5PEGIFIED BY BUILDER, CLEAR DIMEN51ONS OF HELL 51-IALL BE . 36"x36° MINIMUM 1^i/ LADDER AT EGRESS WINDOH5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 1, LINE OF 5 FOOP ABOVE. a. HANDRAIL q NW 10. NW 11. NW 12. NW 13, OPTIONAL 5 HIRE SHELF= LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY Uj I6. FLOOR DRAIN IT BEAM POGKET 18. LINE OF SLAB ABOVE. Iq. PROVIDE MIN, 1/2" 6YP5UM BOARD ON HALLS, UNDER 5TAIF? 5URFA( E, AND ON Z)� 5OFFIT5 OF ENGLO5ED AGGESSIBLE 5PAGE -UNDER 5TAIR5. S Ipw- b I all O 2' 4' c3' 1 1/4" = 1'-0" AT 2204 I/5" = 1'-0" AT IIA -1 O Traditiu, al SANFOaD Elevation - #15 -772 ex C `/•, �`��'�..®eeav�e�� mss✓ P� al Cj �0`h e tom!ca .",� H '� z e9BO0lit1� �o- LW 0 O C N CN CJS r f� C� N C�7 — � N C� C7 0 CL BSU DESIGN www.bsbdesign.c01rl 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION BIRCH - LEFT Lot 73 Birch - Plan 1332 X1.1 UBML pLW 7 G ON"L ,^ LO Wm� U BUJ o<o � o<< Uj ��•� Nao ?ALL Z)� W O O WIYW C `/•, �`��'�..®eeav�e�� mss✓ P� al Cj �0`h e tom!ca .",� H '� z e9BO0lit1� �o- LW 0 O C N CN CJS r f� C� N C�7 — � N C� C7 0 CL BSU DESIGN www.bsbdesign.c01rl 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION BIRCH - LEFT Lot 73 Birch - Plan 1332 X1.1 UBML 'L GOMMONWALL IN G_ GOMMONWALL 22'-0" r-- i II - i III I �O - — — — — — — — — II 4'-10" II II — i it II II II II III 5TRUGTURAL) OVER 6 -MIL. VAPOR; 5HEATHING AND ROOF FRAMING PER II LLO II Q) FINI511 FLOORIN6 ON 3/4" TONGUE R GROOVE II ABOVE FIN15H FLOOR I II Q -01-3 1/211 PRAWING5. Lk II ---------� r-- i II ------------ - - - - - - - - - - - - - -- - - - - ---- - — — — — — — — — II 4'-10" II I II i II II III II i 3 1/2" GONGRETE 5LA13 (PER i it II II II II i 5TRUGTURAL) OVER 6 -MIL. VAPOR; 5HEATHING AND ROOF FRAMING PER =� BARRIER OVER GLEAN GOMPAGTED SOIL. BUILDER TO PROVIDE B. TYPICAL FLAME FLOOR GON5TRUGTION• TERMITIGIDE TREATMENT TO 36" MIN. FINI511 FLOORIN6 ON 3/4" TONGUE R GROOVE i O ABOVE FIN15H FLOOR I FLOOR J015T5 A5 NOTED ON 5TRUGT1JRAL PRAWING5. -OO i U u_q � � iIIiIIii� IiijIiIII IIII II I �I IIi � iIII II� IIi liI ttI I� II I I I I- q,- C2 PROVIDE LINE', __ OR IGEMAKERI REF. DW SINK WDISP.V ) GAS RANGE rL----___ O O PE 0.Li 0 L -------- --------- L _ 2' 551 0 551 10' 2 34 -0'-5 12" 0OI' - J I H. r-----OLu .mow OI -O" 1j, 1 L\ -OSLAB GUT OUT N 8' IlI IIIIIuIIIIIIIIIIIIIIIiI II IIII1 IIIIIIIIiiIiIiIIiii IIIIIIIIIIIiII II I III rIII III IiI irtIII ii I I i - � - 2-4" 101-2" 1 111-I0" 22'-0" �_ GOMMONWALL 2 1-011 G_ GOMMONWALL TYPICAL OP R. ASSEMBLIES; A. TYPIGAL ROOF GON5TRUGTIO . 5H1N6LE OR 6ONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FLAME FLOOR GON5TRUGTION• FINI511 FLOORIN6 ON 3/4" TONGUE R GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGT1JRAL PRAWING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR wL" BARRIER. REFER TO 5TRUGTURAL r w TYP. N WENGIiEERIN6`DRAWING j5, WINDOW5: A. Q o U 00 o ALL WINDOWS 5HALL COMPLY WITH U) MINIMUM 5TANDARD5 OUTLINED IN z 'mu APPLICABLE E RES. GHi GKS. r0� B. WINDOW 5UPPLIER TO VERIFY AT LEAST 2 ONE'WINDOW IN ALL BEDROOM5 TO HAVE A w W<4 GLEAR EOPE55 OPENING OF 5.7.50. FT. a WITH MIN. DIMENSION 01 4" IN HEIGHT AND w Q O (� � lL o vw 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. � G. TYPIGAL WINDOW HEAD HEIGHT: 6'-0" A.F.F 0 q'-4" PLATE HEIGHT (U.N.0) @ o' -t" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL. ELECTRICAL AND MECHANICAL EGxUIPMENT $ METERS ARE SUBJEGT TO RELOCATION DUE TO FIELD GOND(TION5; GoNTRAGTOP TO VERIFY. W, F. HVAC: PROVIDE BACK DRAT -r DRYER VENT, HOOD VENT, 4 EXHAUST FAN15. GEMENTiTIOU5 G. FiN15H . IN5TALL PER L OGAL CODE. 1-1. DIMEN5IO1K15 ARE TO`THE (FACE OF STUD, -ftp U.N.O. L. ALL EXTERIOR )iMENSIONS ARE TO FACE OF GMU OR `i iUD5 UNLE55 O THEIR NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. FOUNDATION I. 5TRUGTURAL FOUNDATION PLANS511ALL BE BY OTHER5. 5EE 5TRIJ6 URAL FOUNDATION AND PPfi MINT> PLANS FOP C-'rE ELGC OLUMN, , 1��ra9draaro ✓ STEEL BEAM, WOOD POST SIZE5, AN " Fo+, ` �, ✓ ✓✓ DIMEN51ON`. ! 2. DROP TOP OF FOUNDATION AT GARAGE �l �1®�s°® \ 3. EM RGENCY EGRE55: WINDOWS 5HALL`, ,. , �_ o r. \ it (�0-.6. q - N � % COMPLY WITH GOVERNING FIRE 4 BUILDING �. t(j GODE5. MAXIMUM 51LL FIE16FIT OF EGRE55 ® )'= WINDOW 5HALL NOT BE MORE THAN 44"dz" 0oA.F.F.4. WINDOW WELL A5 5PEGIFIED BY BUILDER.CLEAR DIMEN51ON5 OF WELL 5HALL BE®�✓ ,. �°� ®`a® 36"x36" MINIMUM W/ LADDER AT EGRE55 : ®✓✓a�99j�g�119a � WINDOWS. � 5. DROP TOP OF FOUNDATION AT PORGH 6. LINE OF FRAMING ABOVE.! -1. LINE OF STOOP ABOVE. � b. HF NDRAIL q. N\A 10. N\A II.. N\A 12. N\A 1,3. OPTIONAL 5 WIRE 5HELF L INET! f4. OPTIONAL WIRE 5HEL VINE PEi BUI1.DEi? f- 5 -EG. cD 15. OPTIONAL VAN! -FY 16. FLOOR DMIN 11. BEAM Pov r r' - 1b, LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. I/2",c.,TP5UM BOARD ON V U�LLS, UNDER 5TAIR 5 -Ur FACE, AND ON c: LO O 50FFIT5 OF ENCLOSED AGGE551BLE SPAGE w I-- UNDER 51`Atf'5,CD G J O O r HIM INA BSB® CI DESIGN mrw bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 Slab 1P101 1 JOB NO: 02,114020 PROJ MGR: JF DRAWN: 3T CHECKED: 5LAB PLAN O 2' q' Ya' TRADITIONAL ELEVATION 1/4" = 1'-011 AT 2204 BIRCH R16HT = 1'-0" AT IIxl7 Lit 74 Tu" ad it i a% I RE'E'o I e v atil o n sAN�pRp Birch - Plan 1832 ULjMKNNW - #15"155 #15 772' �k GOMMONNALL 22'-0" 4'-1011 22'-O" (k GOMMONNALL (L GOMMONWALL 411 0"" lab m"k law% zi p 0 2' 41 b' mmm I/4" = 1'-0" AT 22x34 Ila" = 1'-0" AT IIxI1 GOMMONNALL Traditlool Rft a% TYPICAL CONST UCTI ASSEMBLIES: A. 'TYPIGAL ROOF GON51RUGTION: SHIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PEP GOMMUNITY SPEG5),OVER ROOF SHEATHIN6 AND ROOF FRAMIN6 PER sTRUGTURAL. B. "TYPICAL FRAME FLOOR GONSTRUGTION: FIN15FI FLOORIN6 ON 3%4" TON(: -.,UE 4 rROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUG TURAL DRAWIN65. D. 51_AB-0N 6 RADE FLOOR GONSTRUDTION: MONOLI"THIG GONGFRE TE 5L A3 OVER VAPOR BARTZIER. REFER TO SfRG!GTUi?A,I ENGINEERING PRAWIN65, TYP. WINDON5: A. ALL HINDON5 5HALL COMPLY VIITH MINIMUM 5TANDAR013 OUTLINED IN APPLIGABLE RE5. GNE61<5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDON IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 Of ENiN6 OF 5.1 SG, FT. WITH MIN, DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEID-HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: a' -O" A.F.F @ q'-4" PLATE HE16HT (U.N.0) T -O" A.F.F © V-1" PLATE HEIGHT (U.N.O.) E. ELE6TRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE SUB.JEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY: F. HVAG: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, 11001 VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINI5H INSTALL PER LOCAL GORE. H. DIMENSIONS ARE TO THE FAGS OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FADE OF GMU OR;5TUD5 UNLESS OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHEI21^{I5E NOTED. ` FOUNDATION S I. S TRUE TUI FOUNDATION PLANS SHALL BE PY OTHER5. 5EE ��1R1)6TUi?k FOUNDA"TION AND FRAMING- PLANS FOR STEEL GOLUHH, 5TEEL BEAM, HOOD POST SIZES, AND DIMENSIONS. 2. DROP TOI' OF FOUNDATION AT r P_, AE DOOR, 5. EMER6ENrY EGV'E55: WloIDOW55H1A.L L GOMPLY NITH 6OVERNIN6 FIRE 4 1501-0I1,16 CODES: MAXIMUM 511-1: HEI6HT OF [-O-RE-5-5 NiNDOH 51-IALL NOT bE MORE THAN 44" A.F.F. 4, V000^1 HELL A5 5P EDIFIED BY GUILDER, GLEAR DIMEN510% OF WELL 5HAL.L BE 36"x36" MINIMUM H/ LADDER AT E6RE55 FIINDONs. 5. DROP TOP OF FOUNDATION AT PORCH 5 T OOP. (q. LINE OF FRAMING ABOVE. 7. LINE OF 5TOOP ABOVE. HANDRAIL q. NV' 10. N II. NV's 12. NW 13, OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIPE 5HELVIN6 PER BUILDER SPEG: 15. OPTIONAL VANITY I6. FLOOR DRAIN 11 BEAM POGKET la. LINE OF SLAP ABOVE. Iq. PROVIDE MIN. I/2 6YP5UM BOARD ON WALL5, UNDER 5TAIR SURFAGE, AND ON SOFFITS OF ENGLO5ED AGGE551BLE 5PAGE UNDER STAIRS. UL i� 'in, «m &04 EFU BNUI DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- SLAB PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 75 Redwood - Plan 1943 - �! at YS cl cl o¢> H`a a) Won _ 0 cn U s m OL _LL U J LU aS EC ® _ 2 'ns UL i� 'in, «m &04 EFU BNUI DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- SLAB PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 75 Redwood - Plan 1943 - �! ASSEMBLIES- GOMMONNALL <i COMMONNALL A. TYPICAL ROOT CON5TRU(TIUN: SHINGLE OR CONCRETE TILE ROOF NTYL E I 22'-0" I VARIE5, PER GOMMUNHY 5PEG5)'OVER ROOF SHEATHING AND ROOF FRAMING PER 4'-10" 16'-10' 4" 51 RUGTUFAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHINry ON FLOOR. TRU55E5 OR FLOOR .1015 TS A5 NOTED ON 5TRUGTURAL ORANIN66, G. SLAB ON 6RADE FLOOR GON5"TRUGTION: j i ---------L MONOLITHIC CONCRETE SLAB OVER VAPOR III BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAWINGS, TYP, NINDON5: I w ,U A. ALL NINDOW5 SHALL GOMPLY WITH �- p MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. -O'-3 I/2" ---I B. WINDOW SUPPLIER TO VERIFY AT LEAST \ ONE NINDOV IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPI=NING OF 5.7 50. FT. -�kO'-O" I I KITH MIN. DIMENSION OF 24" IN HEIGHT AND 22" IN WIDTH; 51LL HEIGHT NOT GREATER I THAN' 44 ABOVE FLOOR. Iii i i t G. TYPICAL WINDOW HEAD HE16HT: I i a'-0'' A:F.F ® q'-4" PLATE HEIGHT (U.N.O.) 1'-01' A.F.F @ a'-1" PLATE HEIGHT (U.N.O.) E. 'LE 'TP I , ALL EL ErTRIGAL ANI) MEGHANIGAL I i i EOUIPMENT 4 METERS ARE 5UBjEGT TO n I RELOCATION VUE TO: HELD CONDITIONS; ` CONTRACTOR TO Vr;EIRIEY. I I 3 1/2" CONCRETE 5LAE3 (PER I I F. WAG: I L ------- -- i 5TRUGTURAL) OVER 6 -MIL. VAPOR PROVIDE B/tG�: DI ,�rFT DAMPERS r� DRYL?. ------- I BARRIER OVER GLEAN GOMPAGTED I VEPIT, HOOF) VENT, a EXHAUST FANS. 501L. E31JILDER TO PROVIDE i I C2. GEMENTITIOU5 FIN151-1 i I I TERMITIGIDE TREATMENT TO 36" MIN. I I IINa f 4LL PER LOCAL C.UDE: ABOVE FINISN FLOOR i i I I I I I I H. DIMENSIONS ARE 1'0 THEFACE OF STUD, III II �� III I I \ I I U.N.O. _- L__ ' I I L.; ALL EXTERIOR DIMEN51ON5 ARE TO 'AGE OF GMU OR SfUD5 UNLESS OTHBF4115E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGIzEE5 UNLE55 OTHERWISE NOTED. FOUNDAT� I I ION N ua it II - II II ' II it II ------------ I I. STRUCTURAL FOUNDATION FLANS SHALL BE I I I BY OTHER5. SEE STRUCTURAL FOUNDATION II II AND FRAMIN6 PLANS FOR STEEL COLUMN, Iii a i i FEEL BEAM, WOOD POST SIZE5, AND 133/4 i 2. DROP TOP! OF FOUNDATION AT 6ARA6E I �'-10/4" 8'-10/2" 2 -6 g'_5Y2" t DOOR. 3. EMER6ENGY ErvRE55: WINDOWS SHALL I COMPLY WITH 60VERNIN6 FIRE i BUILDING IPROVIDE LIN I CODES. MAXIMUM SILL HE16HT OF E6RE55 IFOR IGEMAK R WINDOW SHALL NOT BE MORE THAN 44" II O II A.F.F. -- --- I I 4. WINDOW NELL AS 5PECIFIEU BY BUILDER. I I � GLEAM DIMENSIONS OF NEL L SHALL. BE ----�•-- i I REF.��ll 36"x36" MINIMUM N/ LADDER AT EG- RE55 �U WIPIDOWS. 5. DROP TOP OF FOUNDATION AT PORCH III SINK W/ D15P. DN II STOOP. II II - 6. LINE OF FRAMIN6 ABOVE. ----I 7. LINE OF STOOP ABOVE: c� SN - b. HANDRAIL GAS III q. NW Si RANGE i 10: N\A II i I1. N\A 070 12. N\A O 0I l 13.OPTIONAL 5 NII ______ ----____— KE SHELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER.. r UILVER II 5SPED. 15. OP-HONAL VANITY I I I I 16, FLOOR MAIN �� CJJ i I -i: BEAM POCKET l 18. LINE OF SLAB ABOVE. =N I 1q, PROVIDE MIN. 1/21' C I UM BOARD ON -0'-5 1/2 d� \ I I c U -U" I SOEFITSJO ENGLC5E0 AGGE55IB-NE SPACE I I !- �' c e " I I III UNDER 5T, AIRS. Q) I II I I II 0'-0" I IO -O I I u, v ---WC.__ J rn I I U' -S" SLAB GUT OUT ��- 11 I cn I 2'-2" UI -0" 2'-2" 12'-4" 3'-8" 6'-0" Ir I I 22'-0" b I I I O 2' 4' b' 1/4" = 1'-0" AT 2204 1/6" = 1'-0" AT 11x17 GOMMONWALL (k GOMMONWALL wlwiti� rSANFORD e Pi; 1i LI a III I III IN bSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PHOJ MGR: JF DRAWN: sT -- CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot76 Redwood W Plan 1943 Za`w .— C) >9 e T1 In Z ,E vj E z� C �w S LJO 0 cl) wmK z� 0 ooJ (n F S _�10 w Lu F- W J s oma= arm W p 5 www N n o e Pi; 1i LI a III I III IN bSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PHOJ MGR: JF DRAWN: sT -- CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot76 Redwood W Plan 1943 >9 e T1 In ,E vj e Pi; 1i LI a III I III IN bSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PHOJ MGR: JF DRAWN: sT -- CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot76 Redwood W Plan 1943 0 i <r - _ T-2" L, 15'-2" GOMMONHALL ------------------------------------- LL ---------------------- I i I I i I I =, I �- L__ --_I - I i -D'- 1/2" % Tw 0'-0.. 'E 1/8" FOOT I I - 21-611 7 _0/2 ----- PROVIDE LINE -2x6_�1rA--- I FOR IGEMAKER ][\x/ � � I- REF" 51NK H/ 015P. DH I II O I m 6A5 0 ------RANGE ;y - I o O I W.H. I ' rr I CV 0 l � L- -- ------------- -O'-5 1/2" r 1.3 5'-I'/4l'q'-V4 0'-0" O u.1 Ou. O�O i 5LAB GUT OUT II ii IL -------- rl I---------- Li _--------u r_ 1x6 HALL II 7 III II II 71 II II II II II O II II II SII � II II II II II 111 II II II L- PE I I II 2'-1" I cz 5> /2" II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I 1 I i 0'-O" I I I L 2'-2" 16'-0" 22'-4" GOMMONHALL C. TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON51 RUGTION! 5HINGLE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PE65) OVER ROOF 5HEATHIN4 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GONS'rRUGTION: FIN&I FLOORING ON 3/4" TON6UE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR Tr'U55E5 OR FLOOR J0I5T5 A5 NOTED ON 5 rRIUG- URAL DRAHINGG5. G. SLAB ON GRADE FLOOR GON5 RUGTION: MONOLITHIC, GONGREfE SLAB OVER. VAPOR BARRIER, REFER TO 51RUGTi ENOINEERiN6 Dr 1\HIN65, TYP. HINDON15; A. ALL HiNDOH5 5HALL (�OMPLY HITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE -5, GHE GI"5. B. HINDOH SUPPLIER TO VERIFY AT LEAS) T ONE HIHDOH IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.1 50. F T. HITH MIN. DiMEN510N OF 24° IN 1-1EI6FIT AND 20" IN HIDTH; SILL HEIGNr NOT 6REArER THAN 44" ABOVE FLOOR. r,, TYPIGAL HINDOH HEAD HEIGHT: V -O" A.F.F @ q'-4" PLATE I-IEIG- [IT (U.N.O.) -I'-0" A.F.F- @ 8'-I" PLATE HEIGHT (U.N.o.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND ME(,HANIGAL EQUIPMENT 4. METER5 ARE 5UBJEGT TO RELOGATION DUE "TO FIELD GONDI TI( )N5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE- BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAU5T FAN5, 6. GEMENTITIOU5 FIN15H 1N5TALL PER LOCAL CODE. H. DIMEN51ONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITION5 ARE 43 DEC)REE5 UNLE55 OTHERHISE NOTED. FOUNDA'nON I. 5TRUGTURAL FOUNDATION PLANS 5HALL BE BY OTHER5, 5EE 5TRUGTURAL FOUNDATION. AND FRAMING PLANS FOR 5TEEL COLUMN, 5TEEL BEAM, HOOD P05T 51ZE5,'AND DIMEN51GN5. 2. DROP TOP OF FOUNDATION AT C -,A A6E DOOR. 3. EMEFr 'ENIGY 6RE5 HIs�DOHS SHALL GOMPLY HITH 60VERNIN6, FIRST 4 BUIL10145 � GODE5. MAXIMUM 51LL 1HEI6HT OF EC-PE55 WINDOW 5HALL NOT BE MORE THAN 4411 A.F.F. 4. HINPOH HELL A5 5PEGIFIED E3-( BUILDER. GLEAR .0I ivIEN5ION5 OF HELL 5HALL BE 36"x5b" MINIMUM IN LADDER AT E60,E55 NINDOH5. 5. DROP. TOP OF'FOUNDATION AT PO GH STOOP. b. LINE OF FRAFIIN6 ABOVE. 7, LINE OF `STOOP ABOVE. 8. HANDrIAIL 'l. NA IO. MA 11. NSA 12. NSA 13. OPTIONAL 5 HIRE SHELF LINEN 14. OPTIONAL- HIRE .5.HELVING PER BUILDER 5PEG. 15, OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POGKET 18. LINE OF 5LAB ABOVE. I9. PROVIDE MIN. I/2" GYPSUM BOARD ON NAl_L5, UNDER? STAIR 5URFAGE, AND ON 50FFIT5 OF ENGLO5ED AGGE551BLE 5'AGE UNDER 5TAIR5. V Awl W 74 "- tY I � n I I I -f -0'- 1/2" I I I I - tPF", F 01-011=� I \r I 3 1/2" CONCRETE 5LAB (PER r 5TRU6TURAL) OVER 6 -MIL. VAPOR (� BARRIER OVER GLEAN GOMPAGTED 501L. BUILDER TO PROVIDE TERMITIGIDE TREATMENT TO 36" MIN, ITI ABOVE FIN15H FLOOR I i I I i I I =, I �- L__ --_I - I i -D'- 1/2" % Tw 0'-0.. 'E 1/8" FOOT I I - 21-611 7 _0/2 ----- PROVIDE LINE -2x6_�1rA--- I FOR IGEMAKER ][\x/ � � I- REF" 51NK H/ 015P. DH I II O I m 6A5 0 ------RANGE ;y - I o O I W.H. I ' rr I CV 0 l � L- -- ------------- -O'-5 1/2" r 1.3 5'-I'/4l'q'-V4 0'-0" O u.1 Ou. O�O i 5LAB GUT OUT II ii IL -------- rl I---------- Li _--------u r_ 1x6 HALL II 7 III II II 71 II II II II II O II II II SII � II II II II II 111 II II II L- PE I I II 2'-1" I cz 5> /2" II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I 1 I i 0'-O" I I I L 2'-2" 16'-0" 22'-4" GOMMONHALL C. TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON51 RUGTION! 5HINGLE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PE65) OVER ROOF 5HEATHIN4 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GONS'rRUGTION: FIN&I FLOORING ON 3/4" TON6UE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR Tr'U55E5 OR FLOOR J0I5T5 A5 NOTED ON 5 rRIUG- URAL DRAHINGG5. G. SLAB ON GRADE FLOOR GON5 RUGTION: MONOLITHIC, GONGREfE SLAB OVER. VAPOR BARRIER, REFER TO 51RUGTi ENOINEERiN6 Dr 1\HIN65, TYP. HINDON15; A. ALL HiNDOH5 5HALL (�OMPLY HITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE -5, GHE GI"5. B. HINDOH SUPPLIER TO VERIFY AT LEAS) T ONE HIHDOH IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.1 50. F T. HITH MIN. DiMEN510N OF 24° IN 1-1EI6FIT AND 20" IN HIDTH; SILL HEIGNr NOT 6REArER THAN 44" ABOVE FLOOR. r,, TYPIGAL HINDOH HEAD HEIGHT: V -O" A.F.F @ q'-4" PLATE I-IEIG- [IT (U.N.O.) -I'-0" A.F.F- @ 8'-I" PLATE HEIGHT (U.N.o.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND ME(,HANIGAL EQUIPMENT 4. METER5 ARE 5UBJEGT TO RELOGATION DUE "TO FIELD GONDI TI( )N5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE- BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAU5T FAN5, 6. GEMENTITIOU5 FIN15H 1N5TALL PER LOCAL CODE. H. DIMEN51ONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITION5 ARE 43 DEC)REE5 UNLE55 OTHERHISE NOTED. FOUNDA'nON I. 5TRUGTURAL FOUNDATION PLANS 5HALL BE BY OTHER5, 5EE 5TRUGTURAL FOUNDATION. AND FRAMING PLANS FOR 5TEEL COLUMN, 5TEEL BEAM, HOOD P05T 51ZE5,'AND DIMEN51GN5. 2. DROP TOP OF FOUNDATION AT C -,A A6E DOOR. 3. EMEFr 'ENIGY 6RE5 HIs�DOHS SHALL GOMPLY HITH 60VERNIN6, FIRST 4 BUIL10145 � GODE5. MAXIMUM 51LL 1HEI6HT OF EC-PE55 WINDOW 5HALL NOT BE MORE THAN 4411 A.F.F. 4. HINPOH HELL A5 5PEGIFIED E3-( BUILDER. GLEAR .0I ivIEN5ION5 OF HELL 5HALL BE 36"x5b" MINIMUM IN LADDER AT E60,E55 NINDOH5. 5. DROP. TOP OF'FOUNDATION AT PO GH STOOP. b. LINE OF FRAFIIN6 ABOVE. 7, LINE OF `STOOP ABOVE. 8. HANDrIAIL 'l. NA IO. MA 11. NSA 12. NSA 13. OPTIONAL 5 HIRE SHELF LINEN 14. OPTIONAL- HIRE .5.HELVING PER BUILDER 5PEG. 15, OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POGKET 18. LINE OF 5LAB ABOVE. I9. PROVIDE MIN. I/2" GYPSUM BOARD ON NAl_L5, UNDER? STAIR 5URFAGE, AND ON 50FFIT5 OF ENGLO5ED AGGE551BLE 5'AGE UNDER 5TAIR5. V Awl W 74 N 0 ITI U¢4 Ln � Rr� UJI < ° O _-LAIV��ul a� i // / _ I1i`r�� �s��Q4r+�aaee9��,� ✓�✓�' Q • a /%a LU x � eo C)01 Hca NN CD Cf)Lo 0 J N co CV C� - J LJL C U) 217) r ° LO Oft W' � � � ucuuuu gol�ll II � i��ll� uuuu ill i�li� MCI BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROD MUH: JF DRAM ST CHECKED: 5LAB PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 77 Willow - Plan 2059 1.1 UW=L 6. FA- ' �: ,�r11gg1lsIJ9�pr' m co [ i�`a 0 moi• s © �y.. u N ri r�1 1 ,A rZi C7 lczi r rrrrraa�o�ae��®�, r� CD 4 J LL - V ff0� - m - WILLOW _ 22'-4" L N �--• 1 r - I O "' Q O U) Z - O BUJ >I1I W w>>Z W J Q ll�s7 EL _ 2U� LU fl O ��a Z ' �: ,�r11gg1lsIJ9�pr' m co [ i�`a 0 moi• s © �y.. u N ri r�1 1 ,A rZi C7 lczi r rrrrraa�o�ae��®�, r� CD 4 J LL - V ff0� - m - WILLOW _ 22'-4" E ta' r - I O "' VVILLUVV ` - - - REDWOOD- L BIRCH - ,4 - R BIRCH y A - L BB®W®®®- B BB®W®p®® R ELEVATION = +0'-0" ELEVATION = +O' -O" ELEVATION = +O' -O" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION ELEVATION +0'-0' BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN, ST, SR CHECKED: MAIN FLOOR PLAN Illuind--d SANfiOR?p LOT 70-77 Al Bzm8 o�A�fiTT+1rG� IL= 9 If WILLOW - L ELEVATION = --10'-0" LU 8 Iia LOT 75 LOT 74 1 LOOT 73 REDWOOD - L REDWOOD - L BIRCH - A - R BIRCH a A L ELEVATION = to' -O" ELEVATION = +O -0 ELEVATION = +Ot-OII FI FVATION = +r)'-011 M 04 F- Na- k`a 0 V)6 ti =m 0 � a F LJ 1 • �p1 N� 0) < \ w w�z >SE flb� t1R a r c�1 ;;;Kist •$ V �9'� �m� � � � y� a `�/®AA191�19114� C� a 4'V Q) c c Lo(13 O J N " M CV C0 1L d o co L.7 r- 0— �k LOT 72 LOT 71 L01'70 Vag m REDWOOD - R REDWOOD- R WILLOW - R ELEVATION +O ' -o" ELEVATION - +0'-0" ELEVATION = +0'-0" BSB DESIGN www.bsbdesign,corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: S r, SR CHECKED: UPPER FLOOR PLAN O8,A r ei LOT 70-77 #15-765 #15-772 ,, (L GOMMONNALL GOMMONNALL I . . . �L COMMONVgALL 8'-O" GL6. _ ql-Olf GL6. � wnnr.q, i >>tp. -1 -V I I\rx 1 VL -V. TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRU6TURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I51-5 A5 NOTED ON 5TRUG-rURAL DRAWIN65, G. SLAB ON GRADE FLOOR 6ON5TRU6TION: MONOLITHIC, GONGRETE 5LA13 OVER VAPOR o, BARRIER. REFER TO 51-RUGTURAL C)A\ o ENGINEERING DRAWIN65, TYP. o NINDON5: WO A. ALL NINDON5 SHALL COMPLY WITH 0 z " �M MINIMUM 5TANDAR.D5 OUTLINED IN 0 APPLIGABLE RE5. GHEGK5. t �. WINDOW SUPPLIER TO VERIFY AT LEAST UJ 12 ONE WINDOW IN ALL BEDROOMS TO HAVE A� w � � � � CLEAR E6RE55 OPENING OF 5."750• FT. NaU 6^1IT1-I MIDI DIMEN51O1 02 24" IN HEIGHT AND 2 J 20" IN WIDTH; 5ILL FIE161-11 NOT 6RFATFr: - o W� V1 til THAN 44" ABOVE FLOOR. `� < V. G. TYPICAL V,IINDON HEAD HEIGHT: 6-0" A.F.F @ q'-4" PLATE Ii (U.N.0) 7'-O" A.F.F .9 D' -I" PLATE HEIGHT (U.N.0) E. ELEGTraiGAL: w ALL 'ELECTRICAL AND ME( HA11iGAL EOUIPMENT 4 METERS ARE 5UBJEGT TO , N i?ELOGATiON DUE TO FIELD G0.IDITION5; GONTRAGTOR TO VERIFY. F. HVAG: .\ PROVIDE BACK DRAFT DAMP ER5 @ DRYER cv VENT, HOOD `LENT,. EXHAU5T FAN5. G. GEMENTITIOU5 FIN1511 INSTALL PER LOGAL GORE:, H. DIMEN51ON5 ARE TO THE FACE OF STUD, A!" U.N.O. ^cv L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF " Z�LGMU OR 5TUD5 UNLE55, OTHERWISE NO TED. u' M. ALL ANGLED FAR"I ITION5 ARE 45 DEGREE5 17 UNLE55 OTHERI^115E NOTED. E FLOOR PLAN NOTES: > THE FOLLOWING KEYNOTES REFERENCE THE' �` It SYMBOL5 A5 SHOWN ON PLAN5: - I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL 6 RAILING / GUARDRAIL BALusTER5 TO BE ��1111I1i1�V/�� 5PAGEp SUCH THAT A 4 SPHERE GANNO T PA55 BETWEEN BALU5TER5. ��� °�av� ar°°°`, ✓�� RAILINOHANDMI-5 ARE TO BE AT A 34° MINIMUM TO 3?b" MAXIMUM HEIGHT A.F.F'; NTH RETURNS PER LOCAL CODE. RAILIi I6'A7 u� GUARDRAIL LOGATIONS TO BE AT 42" MINIMUM AFF. OPT. RAILING. Y C) q 2. LINE OF OVERHEAD GARAGE DOOR 114 OPEN cn c? P051TIO1114. _ 5. 'o �- 0010. FRG SEG flOfi�1311) FOR STAIR REQ. O 4. 51 -OPE GARAGE FLOOR 10' PER FOOT I TOWARD O�IERI LEAD GARAGE DOOR OPENING. N 5. FIREPLAGE, A5.5PiEGIFIED BY BUILDER. IN57FA1_L PER 'MANUFAGTURER5 aPEGIi 1GA1"IONS. ALL 1=AGTOF?Y BUILT 1` FIREPL ACES SHALL COMPLY WITS I LOCAL CODES 6 2X4 LO°1 MALL 5 "A.F.F. �. 51NK N/ GARBAGE DISP05AL q. RANGE 0 10.. GOOK TOP II. OVEN 12, REFRICaERATOr:5PAGE. 13. PANTRY - (5) I6" D. 5HELVE15 C\1 14. PEDE5TAL SINK r 15. 42" X 12" GARDEN - UB Ce') 16. TILED 5HONER Nl O-LA55 ENGL05URE, PERI p `r -N BUILDER 5PEG. �? CD I1. 4211x60" TUB C6 ti cr) 18. 32" X 60" TUB/5H01^IER 0 --J M Iq. LINEN SHELVES J 20. NA5HER 5PAGE LL G7 21.. DRYER, VENT d- 2~2�•C>tiT162Ddt�L..1<'f�lN�>�-SJ���.-'^✓- � T� 23. PROVIDE NON-GOMI3U5TI13LE PLATFORM cc d N m ELEVATED 18" ABOVE GARAGE FLOOR FOR �v ELEGTRIG NATER HEATER. LO tis Box - 25. SHELVING PER BUILDER SPEG5. 26. ATTIC AGGE55 (22"02" U.N;O.). / ! 21. ATTIC AGGE55 N/ 5TAIR5 (22 1/2"x54" U.N.O.), 2P>." GYPSUM BOARD OPENIN6 (SEE INTERIOR f n SQUARE FOOTAGES WILLOW . PLAN 2059 - THADITIONAL MAIN FLOOR Otl4YH Ii "I 111 1111111! 25 1 i,aa{ 1,, 11 1B1 :A H{'b{ 6,'"I IIi,IX mItll IIIIlllulillll4A4 117�.N141tl I 1 a ".':• I: _ - 9)13TCrrAL GARAGE - 455 II I � I 2'-0" TYP. TO N/ MDF GAP. I I I' i I I I'll II' I IIIc 1 ul 1 W.I.C. ijitit I I- FINi5H. PLANT SHELF, SEE EXTERIOR ELEVATION✓. HALF I^1ALL W.l WOOD GAP OR OPTIONAL LOV,1 N f III ; ; IN :24 cn I 8'-O" GLC. I � IIII I1 I 25 I I I ILII I I 1 u 6 _g 3i_�n 246?, III 251 Laundr -- - f Iil'II f 11 c v £� -O GL6. cv ii111 H.S. GPT. IIII f _� ccm I -----------a --------- I 4 _ r 1:101011111111111111 11111111MRII hlbi 4{Ilil'11111 W c� 2011 - I III Irk - -ry I'IIII ry 31J 0 f I ❑ _ f 1 u - 2 y _ ` 3 7 2 r� _ III r � ' s I =N a � 5.2UW- 5'- i III II�11N'�4C'xvn la i .1I Ii I 1111111:11:111111111111lU IIII I I;d 18 - C� - f r� N IIS f v fv D III S.IUW- 246P> Bat 2H:5. _ GPT. - Y>'-0" G G. u� LAV. P VIII1iI�'1�I X1 1 IIIIII 111 11I tllll VIII I - � - 25 I f O I .VIII _ N ISI I 2 V I f i f I W I C v d� I e)' -O" GLC. I I '1 = �N III, 25 Ir = O i 41 I / ❑ I . . . �L COMMONVgALL 8'-O" GL6. _ ql-Olf GL6. � wnnr.q, i >>tp. -1 -V I I\rx 1 VL -V. TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRU6TURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I51-5 A5 NOTED ON 5TRUG-rURAL DRAWIN65, G. SLAB ON GRADE FLOOR 6ON5TRU6TION: MONOLITHIC, GONGRETE 5LA13 OVER VAPOR o, BARRIER. REFER TO 51-RUGTURAL C)A\ o ENGINEERING DRAWIN65, TYP. o NINDON5: WO A. ALL NINDON5 SHALL COMPLY WITH 0 z " �M MINIMUM 5TANDAR.D5 OUTLINED IN 0 APPLIGABLE RE5. GHEGK5. t �. WINDOW SUPPLIER TO VERIFY AT LEAST UJ 12 ONE WINDOW IN ALL BEDROOMS TO HAVE A� w � � � � CLEAR E6RE55 OPENING OF 5."750• FT. NaU 6^1IT1-I MIDI DIMEN51O1 02 24" IN HEIGHT AND 2 J 20" IN WIDTH; 5ILL FIE161-11 NOT 6RFATFr: - o W� V1 til THAN 44" ABOVE FLOOR. `� < V. G. TYPICAL V,IINDON HEAD HEIGHT: 6-0" A.F.F @ q'-4" PLATE Ii (U.N.0) 7'-O" A.F.F .9 D' -I" PLATE HEIGHT (U.N.0) E. ELEGTraiGAL: w ALL 'ELECTRICAL AND ME( HA11iGAL EOUIPMENT 4 METERS ARE 5UBJEGT TO , N i?ELOGATiON DUE TO FIELD G0.IDITION5; GONTRAGTOR TO VERIFY. F. HVAG: .\ PROVIDE BACK DRAFT DAMP ER5 @ DRYER cv VENT, HOOD `LENT,. EXHAU5T FAN5. G. GEMENTITIOU5 FIN1511 INSTALL PER LOGAL GORE:, H. DIMEN51ON5 ARE TO THE FACE OF STUD, A!" U.N.O. ^cv L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF " Z�LGMU OR 5TUD5 UNLE55, OTHERWISE NO TED. u' M. ALL ANGLED FAR"I ITION5 ARE 45 DEGREE5 17 UNLE55 OTHERI^115E NOTED. E FLOOR PLAN NOTES: > THE FOLLOWING KEYNOTES REFERENCE THE' �` It SYMBOL5 A5 SHOWN ON PLAN5: - I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL 6 RAILING / GUARDRAIL BALusTER5 TO BE ��1111I1i1�V/�� 5PAGEp SUCH THAT A 4 SPHERE GANNO T PA55 BETWEEN BALU5TER5. ��� °�av� ar°°°`, ✓�� RAILINOHANDMI-5 ARE TO BE AT A 34° MINIMUM TO 3?b" MAXIMUM HEIGHT A.F.F'; NTH RETURNS PER LOCAL CODE. RAILIi I6'A7 u� GUARDRAIL LOGATIONS TO BE AT 42" MINIMUM AFF. OPT. RAILING. Y C) q 2. LINE OF OVERHEAD GARAGE DOOR 114 OPEN cn c? P051TIO1114. _ 5. 'o �- 0010. FRG SEG flOfi�1311) FOR STAIR REQ. O 4. 51 -OPE GARAGE FLOOR 10' PER FOOT I TOWARD O�IERI LEAD GARAGE DOOR OPENING. N 5. FIREPLAGE, A5.5PiEGIFIED BY BUILDER. IN57FA1_L PER 'MANUFAGTURER5 aPEGIi 1GA1"IONS. ALL 1=AGTOF?Y BUILT 1` FIREPL ACES SHALL COMPLY WITS I LOCAL CODES 6 2X4 LO°1 MALL 5 "A.F.F. �. 51NK N/ GARBAGE DISP05AL q. RANGE 0 10.. GOOK TOP II. OVEN 12, REFRICaERATOr:5PAGE. 13. PANTRY - (5) I6" D. 5HELVE15 C\1 14. PEDE5TAL SINK r 15. 42" X 12" GARDEN - UB Ce') 16. TILED 5HONER Nl O-LA55 ENGL05URE, PERI p `r -N BUILDER 5PEG. �? CD I1. 4211x60" TUB C6 ti cr) 18. 32" X 60" TUB/5H01^IER 0 --J M Iq. LINEN SHELVES J 20. NA5HER 5PAGE LL G7 21.. DRYER, VENT d- 2~2�•C>tiT162Ddt�L..1<'f�lN�>�-SJ���.-'^✓- � T� 23. PROVIDE NON-GOMI3U5TI13LE PLATFORM cc d N m ELEVATED 18" ABOVE GARAGE FLOOR FOR �v ELEGTRIG NATER HEATER. LO tis Box - 25. SHELVING PER BUILDER SPEG5. 26. ATTIC AGGE55 (22"02" U.N;O.). / ! 21. ATTIC AGGE55 N/ 5TAIR5 (22 1/2"x54" U.N.O.), 2P>." GYPSUM BOARD OPENIN6 (SEE INTERIOR f n SQUARE FOOTAGES WILLOW . PLAN 2059 - THADITIONAL MAIN FLOOR IN UPPER FLOOR 12g5 . _ - 9)13TCrrAL GARAGE - 455 PORCH q LANAI q5 . TO N/ MDF GAP. �5. 36"x36" CONGRETE STOOP. ww 36. 6x8 BEAM. v�.bshdesign.corn 3 f. 0(FIONA' UPPER CADINET5. 100 Main St. Suite 209 5b. OPTIONAL- CABINETS. Safety Harbor, Florida 34695 5(1, OPTIONAL GOFFERE:D GEIL.l (A5 NOTE1> PER 813 265 4808 Ill D le r Floor Plan PLAN) \ 40. LINE OF FW\MING ABOVE. -p 41. LINE OF FRAMING HALL BELOW. JOB NO: 02J14020 PHOJ MGR: JF 2 4' 42. 2X4 LON FIALL 42"A.F.F. DHAWN: ST CHECKED: 0 lop= 1/4" = I'-0" AT 2204 43. 2X6 LON HALL 42" A.F:F. FLOOR PLAN 1/811 = 1'-0" AT IIA f ' 4q,, 36"H. OPEN WCGU RAILING. TRADITIONAL ELEVATION 45, FOR ADDITIONAL NOTES 5EE GENERAL NOTES I-IILLOW RIGHT ON TITLE SHEET 4 DETAIL5. 46. I8" X 3611 X 2" ART NIGHE 41. HORIZONTAL LAUNDRY CHUTE Lot 70 ko 48. LON WALL +42" A.F.F. itkin0^1 4q. 6YP5UM BOARD ARCH @ 8'-011 TO 8'-6" Willow - Plan 2059 50. LOW WALL 321" A.F.F. 51. 30" A.F.F. COUNTER W/ PIA60NAL SUPPORT5i WHOWMR HALL GLEAT5, PER BUILDER SPEC. 52. 60"X6011 GARDEN TUB gUll,��y 15 76 5 # 1 5- 77 2 84NPORD Gk GOMMONNALL r ta-i d ELEVATIONS) IN 2q, GYPSUM BOARD ARGH (5EE INTERIOR ELEVATION5) .� 30. 6YP5UM BOARD LOW HALL, 38" A,F.F. (U.N.O.) N/ MDF GAP. 31. 5OFFIT, REFER TO EXTERIOR EL EVATION5 FOR IIIc 1 11cIG-HTS4 ARCHITECTURAL DETAILS FOR ijitit 32. 33. FINi5H. PLANT SHELF, SEE EXTERIOR ELEVATION✓. HALF I^1ALL W.l WOOD GAP OR OPTIONAL LOV,1 BSB V�'\L L X1111' RAILING ABOVE: :24 P,, -)PGH PAIL " FF: ELF-VATIO,i D E 51 G N �5. 36"x36" CONGRETE STOOP. ww 36. 6x8 BEAM. v�.bshdesign.corn 3 f. 0(FIONA' UPPER CADINET5. 100 Main St. Suite 209 5b. OPTIONAL- CABINETS. Safety Harbor, Florida 34695 5(1, OPTIONAL GOFFERE:D GEIL.l (A5 NOTE1> PER 813 265 4808 Ill D le r Floor Plan PLAN) \ 40. LINE OF FW\MING ABOVE. -p 41. LINE OF FRAMING HALL BELOW. JOB NO: 02J14020 PHOJ MGR: JF 2 4' 42. 2X4 LON FIALL 42"A.F.F. DHAWN: ST CHECKED: 0 lop= 1/4" = I'-0" AT 2204 43. 2X6 LON HALL 42" A.F:F. FLOOR PLAN 1/811 = 1'-0" AT IIA f ' 4q,, 36"H. OPEN WCGU RAILING. TRADITIONAL ELEVATION 45, FOR ADDITIONAL NOTES 5EE GENERAL NOTES I-IILLOW RIGHT ON TITLE SHEET 4 DETAIL5. 46. I8" X 3611 X 2" ART NIGHE 41. HORIZONTAL LAUNDRY CHUTE Lot 70 ko 48. LON WALL +42" A.F.F. itkin0^1 4q. 6YP5UM BOARD ARCH @ 8'-011 TO 8'-6" Willow - Plan 2059 50. LOW WALL 321" A.F.F. 51. 30" A.F.F. COUNTER W/ PIA60NAL SUPPORT5i WHOWMR HALL GLEAT5, PER BUILDER SPEC. 52. 60"X6011 GARDEN TUB gUll,��y 15 76 5 # 1 5- 77 2 84NPORD Gk GOMMONNALL r ta-i d GOMMONWALL CL GOMMONWALL �_ 221-011 211 21I 211_811 11-011 I I I 5.2UR- i ---i -----� I GOMMONWALL CL GOMMONWALL CL 221-011 41-0" 131 41-011 k 21 I c - - - - - - - --- Lanai ----- ASSEMBLIES: TAI.. Ica! A. TYPIGAL ROOF CONSTRUCTION: 240 PORCH 51-IINGLE OR CONCRETE TILE ROOF (STYLE N 2880 L VARIE5, PER GOP-11MUNITY 5PEG5) OVER ROOF b2 511i ATI IlPTG AND ROOF FRAMING PER OT�L 2 I STRUCTURAL.. B. TYPICAL FRAME FLOOR GON5TTRUGTION: ,�j FINISH FLOORING 0IN 3/4" TONGUE 4 GROOVE �'-1011 I 3' -VII 31_(>II 41_511 I -CII O FLOOR _11015T5 AS NOTED ON 5TRUGT1.j1R,AL 511 26 I SH 26 TEMP.5H 26 G. 51_AB ON GRADE FLOOR CONSTRUCTION: _ a Hon y :ti � MONOLITHIC LONG RETE 5LAB OVER VAPOR . 111^l:111i"77 ur ENGINEERING PRAWING5, TiP. 0 U WINDOWS: A. ALL NINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW 5UPPLIER To VERIFY AT LEAST �IIII�',I ONE WINDOW IN ALL BEDROOMS TO HAVE A I fi 3 3 ❑ NITH MIN. DIMENSION OF 24" IN HEIGHT AND .F1 S 20" IN WIDTH; 5ILL HEIGHT NOT GREATER q THAN 44" ABOVE FLOOR, G. TYPIGAL WINDOW HEAD HEIGHT: LU 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N 0) 1'-0" A.F.F @ 8'-1" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: u, O ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO Family N ❑ ��= z VAN F. HVAC: O • PROVIDE BACK DRAFT DAMPERS DRYER 0 �, o ova G. GEMENTITIOUS FIN15H :8t) INSTALL PER LOCAL CODE. - q'-4" GLC. 41 I v - L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF w GMU OR STUDS UNLESS OTHERWISE NOTED. 41, M. ALL ANGLED PARTI"(IONS ARE 45 DEGR.EE5 UNLESS 55 OTHEiRW15E NOTED. �c PLA - NOTES' a THE F01_LOWIN67 K.EYNOTES, REFF,-E]1GE THE 1 ' ' 5: SYMUOL5 AS 5PIOWN ON PLANS: 1. IF RAILING / GUARDRAIL 15 P01 .6 1) ED, ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED 51LICH THAT A 4" 5PI-IEP,E CANNOT 1IIIIIIIHIIIIINT111111u WI _ II IIII f -,ILING/HAi�iURAIL5 FARE TO BE AT A 34i1 MINIMUM 1O 3e)" MAXIMUi,I HEIGHT A.F.F.,YVN,, R.ETURN5 PER LOCIA1. CODE, RAILING Ar GUARDRAIL LOGA CIONS TO BE AT 42 MINIMUM , _I A r F. OPT. RAILING. Q 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN O POSITION. acv r � 3. (2010 FRG SECTION 311) FOR 5TAIR R.E0. s> m IIIL 4. SLOPE GAPAGE FLOOR I/8" PER FOOT - TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIiREPLAGE, A5 5PEGIFIED BY BUILDER. n C afo INSTALL PER MANUFACTURERS I IJl I m ` PEGIFIGATIONS. ALL FACTORY BUILT FIREPLACE5 SHALL COMPLY WITH LEGAL C I_ II 1 4 GLC. - LU cv Q li 6. 2X4 LOW WALL 30" A.F.F. -I. 51NK W/ GARBAGE D15POSAL ❑N 8. DI5HWA5HER I RANGE \� -� 6Y2 O IL OVEN 12. REFRIGERATOR SPACE. 6 -6 8'_��211 ', 51-1011 I !i, 14. PEDESTAL 51NK LOW WALL +54 1/2" 12 III TILED 51IONER W/ GLA55 ENGL O5URr, PER _ BUILDER 5PEG. �I O - I I-I.42lx6ot TUB u� <t- lb. 32" X 60" TUB/SHONER �- GOUNTEF, COP Iq. LINEN 5HELVE5 p 20. WASHER SPACE II -0-71 I I- LU I 2;?� ,-i-f aD;ALA-AOAP[E; �1NK-.-✓ .� ...v._._�...�. 23. PrGVIDE NUN-GOMBUS TIBLE PLATFORM N g Kitchen Q Us ELEGTRIG NATER HEATER. X M I , 25. 51-IElVING PER BUILDER SPECS. 26. ATTIC ACCESS,(22"x521' U.N.O.). / ! � � � �r q'-4" GLG ' 2b. ❑PSUM BOARD OPENINCv (SEE INTERIOR 1211 6'!5)pl�P 411 3'1❑LII 11 i/ I 6' 10" 21-II/2" 21-�Y2 E3 S.IUR N .IUR-I O 13 PantryZLII - q ❑❑ q O GL v I I - - - - - - - O.I I �❑ c v --------- B O.H.G. ❑ I - ---- -- mom, Ip i N I Ill ,I 0 c 5G 2880 c I 0. v I l� II t 1I-4 GL ,9 it pj S.IUR- ° 1 Gara I -Car . Ilil BENCH I q'-4" GLC. 1 0 - q1-411 �'1\319 Powder I IO 0 n� 8 0 _ q'-4" GL6 cn 2 LL Porchccs _ FX 1/2 54 ., o - OVAL = c 2 TEMP. - m I 5.2U4?-fz = 8M0.OGD I I I - I GOMMONWALL CL GOMMONWALL CL 221-011 41-0" 131 41-011 k 21 I c I UPPER FLOOR ASSEMBLIES: SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL TYPICAL CONSTRUCTION q0� UPPER FLOOR ASSEMBLIES: TAI.. Ica! A. TYPIGAL ROOF CONSTRUCTION: 240 PORCH 51-IINGLE OR CONCRETE TILE ROOF (STYLE LANAI 102 VARIE5, PER GOP-11MUNITY 5PEG5) OVER ROOF b2 511i ATI IlPTG AND ROOF FRAMING PER OT�L 2 I STRUCTURAL.. B. TYPICAL FRAME FLOOR GON5TTRUGTION: FINISH FLOORING 0IN 3/4" TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRUSSES OR FLOOR _11015T5 AS NOTED ON 5TRUGT1.j1R,AL DiRAWiNG-5. G. 51_AB ON GRADE FLOOR CONSTRUCTION: _ a Hon y :ti � MONOLITHIC LONG RETE 5LAB OVER VAPOR . BARRIER. REFER TO 5 rRUGTURAL ENGINEERING PRAWING5, TiP. 0 U WINDOWS: A. ALL NINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW 5UPPLIER To VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A Zo CLEAR EGRESS OPENING OF 5.1 So. FT. NITH MIN. DIMENSION OF 24" IN HEIGHT AND .F1 S 20" IN WIDTH; 5ILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPIGAL WINDOW HEAD HEIGHT: LU 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N 0) 1'-0" A.F.F @ 8'-1" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. VAN F. HVAC: O • PROVIDE BACK DRAFT DAMPERS DRYER VENT, HOOD VENT, 4 EXHAUST FANS. �, o ova G. GEMENTITIOUS FIN15H :8t) INSTALL PER LOCAL CODE. - H. DIMEN`ION5 ARE TO THE FACE OF STUD, U.N.D. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF w GMU OR STUDS UNLESS OTHERWISE NOTED. 41, M. ALL ANGLED PARTI"(IONS ARE 45 DEGR.EE5 UNLESS 55 OTHEiRW15E NOTED. �c PLA - NOTES' a THE F01_LOWIN67 K.EYNOTES, REFF,-E]1GE THE 1 ' ' 5: SYMUOL5 AS 5PIOWN ON PLANS: 1. IF RAILING / GUARDRAIL 15 P01 .6 1) ED, ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED 51LICH THAT A 4" 5PI-IEP,E CANNOT PA55 BETWEEN BALU5TEk5. f -,ILING/HAi�iURAIL5 FARE TO BE AT A 34i1 MINIMUM 1O 3e)" MAXIMUi,I HEIGHT A.F.F.,YVN,, R.ETURN5 PER LOCIA1. CODE, RAILING Ar GUARDRAIL LOGA CIONS TO BE AT 42 MINIMUM , A r F. OPT. RAILING. Q 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN O POSITION. acv r � 3. (2010 FRG SECTION 311) FOR 5TAIR R.E0. s> 4. SLOPE GAPAGE FLOOR I/8" PER FOOT - TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIiREPLAGE, A5 5PEGIFIED BY BUILDER. n INSTALL PER MANUFACTURERS ` PEGIFIGATIONS. ALL FACTORY BUILT FIREPLACE5 SHALL COMPLY WITH LEGAL CODES 6. 2X4 LOW WALL 30" A.F.F. -I. 51NK W/ GARBAGE D15POSAL ❑N 8. DI5HWA5HER I RANGE \� 10. GOOK TOP IL OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL 51NK 15. 4211 X -12" 'GARDEN TUB III TILED 51IONER W/ GLA55 ENGL O5URr, PER BUILDER 5PEG. �I I-I.42lx6ot TUB u� lb. 32" X 60" TUB/SHONER Iq. LINEN 5HELVE5 20. WASHER SPACE 21. ` DRYER, VENT 2;?� ,-i-f aD;ALA-AOAP[E; �1NK-.-✓ .� ...v._._�...�. 23. PrGVIDE NUN-GOMBUS TIBLE PLATFORM N ELEVATED Ib" ABOVE GARAGE FLOOR FOR ELEGTRIG NATER HEATER. 25. 51-IElVING PER BUILDER SPECS. 26. ATTIC ACCESS,(22"x521' U.N.O.). / ! � 2-1. ATTIC AGGE55 W/ 5 rAIR5 (22 1/2"x54" U.N.O.). 2b. ❑PSUM BOARD OPENINCv (SEE INTERIOR ELEVATION 5) SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q0� UPPER FLOOR 10� q TAI.. Ica! GARAGE 240 PORCH 36 LANAI 102 BALCONY b2 OT�L 2 I 2q. GYPSUM BOARD /ANRGH (SEE INTERIOR ELEVATIONS) 30.' GYPSUM BOARD LON NALL, 5b" A.F.F. (U.N,O) W/ MDI= GAP, 31. 5OFF1 f, (REFER TO EXTERIOR ELEVATION5 FOR HEIGHTS 4 ARGHITEGTURAL DETAILS FOR FINISH. 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W WOOD GAP OR OPTIONAL LOW WALL WI*I"H RAILING ABOVE. 34. PORCH RAIL;, SEE ELEVATION. 35. 36"0611 CONCRETE STOOP. 36. 6x8 BEAM. 51. OPTIONAL UPPER CABINETS. 38. OPTIONAL GABINET5, O%L U 3q. OPTIONAL COFFERED CEILING (AS NOTED PER pul Moor Plan PLAN) 40. LINE OF FRAMING ABOVE. 0 21 41 51 41. LINE OF FRAMING WALL DELON. 42. 2X4 LOW WALL 42"A.F.F. 1/4" I, -O" AT 22x34 43. 2X6 LOW WALL 42" A.F.F. 11811 = 11-0" AT IIx17 44. 3611H. OPEN WOOD RAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL" NOTES ON TITLE SHEET $ DET"AIL5. 469.1 i8" X'36" X 2" A NICHE GOMMONWALL CL GOMMONWALL CL r E&I d c c C I I 1uIIW1 i�� lily Rik 04 BNB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT 41. HORIZONTAL LAUNDRY CHUTE Lot 71 4e. LOW WALL +42" A.F.F. Redwood Plan 1943 ® 4q. GYPSUM BOARD ARCH o V -O" TO -611 1up 101 Elevation 50. LOW WALL 32.4" A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL SUPPORTS $A9 H P m P WALL. GLEATS, PER BUILDER 5PEG, 52. 60"X60" GARDEN TUB NFOOO a<� r ,- (A "a> W<a _ a Hon y :ti � I AWS 0 U Zo .F1 S LU VAN LU O • p�j O �, o ova :8t) • w .<1 41, c c C I I 1uIIW1 i�� lily Rik 04 BNB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT 41. HORIZONTAL LAUNDRY CHUTE Lot 71 4e. LOW WALL +42" A.F.F. Redwood Plan 1943 ® 4q. GYPSUM BOARD ARCH o V -O" TO -611 1up 101 Elevation 50. LOW WALL 32.4" A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL SUPPORTS $A9 H P m P WALL. GLEATS, PER BUILDER 5PEG, 52. 60"X60" GARDEN TUB NFOOO c� iJ COMMONWALL (k TJ 22'-0'1 211-Q," GOMMONWALL Ck I' GOMMONWALL CL, f t1 ca Im o !. m[A- P 1 a In O 2' 41 8' 1/4" _ 1'-0" AT 22x34 i I/8" = 1'-0" AT IIxI1 GOMMONWALL GOMMONWALL CE TYPICAL CONSTRUCTION ASSEMBLIES. A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN67 AND ROOF FRAMING PER 5TRUGTURAL. 13. TYPICAL FRAME FLOOR GONSTRUGTION: FINI5H FLOORING ON 5/4" TONGUE 4 `GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. Q) WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH 9 MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEPROOM5 TO HAVE A CLEAR E6RE55.OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 5ILL HEIGHT NOT GREATER 1 THAN 44" ABOVE FLOUR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q1-411 PLATT I-IE16HT (U.N.0) 1'-011 A.F.F 6 64' PLATE IEIC,H T (U.N.O.) E. ELEG TRIGAL: ALL ELEGTRIGAL AND "ME6'HANI6AL EOUIPMENT t 1-1ETER5 ARE 5UBJEGT T"0 REL.OGAI ION DUE TO FIELD 6ONDI"r10Pd5r GONTRAGTOR TO VERIFY. F. H\/A6; PROVIDE BACK DRAFT DAi' IP-'ER5 @ DRYER VENT, HOOD VENT, 4 EXHAU% FANS, G. GEMENTITIOU5 FINI51H - IN5TALL PER LOGAL_GODE. `T H. DIMENSIONS ARE TO THE ,TACE OF STUD, N U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGS OF GMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. FLOOR PLAN NOTES: THE FOLLOWING KEYNOTES REFERENCE -THE # 5YMDOLS A5 SHOWN ON PLANS: 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILINCG / GUARDRAIL 13ALU5TER5 TO BE SPACED 5UGH THAT A 4" SPHERE GANNOT PA55 BE TWEEN,BALUSTERS. RAILI.WHANDRAIL5 ARE TO BE AT A"454 ' !', MINIMUM TO 58" MAXIMUM HEIGHT A.F.F., ITH ". RETURNS PEP, LOCAL CODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN _q P051TION. -� 5. (2010 FRG SECTION 311) POP: STAIR REQ. .s, 4. 5LOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GAPAGE DOOR OPENING. 5. FIREPLACE, AS SPECIFIED BY BUILDER. Ian INSTALL PER MANUFAG"TUR.ER5 5PEGIFIGATIONS. ALL FAGTORY BUILT FIREPLACES SHALT- GOMPLY WITH L OGAL GORES 6. 2X4 LOW NALL_ 5O"A.i .F. 1. SINK. W/ OAR.DAGE D15PO5AL - 8. 0 5HWA51 ER (L r ANE 10. GOOK TOP 11. OVEN 12. REFF116ERATOR 5PAGE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL 5INK 15. 42" X 72" 6APDEN TUB I6. TILED 5HONER W/ 6LA55 ENGLO5URE, PER BUILDER SPEG. 17.. 42"x6O" TUB' 18. 32" X 60" TUB/51-10NIEF Iq. LINEN SHELVE5 20. WA5HEP 5PAGE - 21. DRYER,. VENT :i --- N 23. PROVIDE NON-GOM51J5115LE PLATFORM cv ELEVATED 18" ABOVE GARAGE FLOORFOR ELEGTRIG WATER HEATER. 25. SHELVING PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.O.). 21. ATTIC AGGE55 W/ 5TAIR5 (22 I/2"x54' U.N.O.). 28. 6YP5UM BOARD OPI=NING (SEE INTERIOR ELEVATION5) cv SQUARE FOOTA FS I 40 .,, --- --- - -- � Lanai. N - ---- 103q I ig41 GARAGE 240 PORCH 36 LANAI 2880 BALGON'( 52 33. HALF WALL W WOOD .GAP OR OPTIONAL LOW, OTS.. �4t�R i4. PORCH RAIL, 5EE ELEVATION. 35. 36"06" GONGRETE STOOP. 56 6x> BEAi 1 2'-10" 5'-8" 3'-8" 4'-5" cn -5" - Q) II I �� I�AII CD -r - 5H 26 5H 26 TEMP'.51-1 26 - LO C) \N ,-vL I 1 1 (Y-) mm2 u -J r`° I am„ I q Q O =U7d 2 1 o LOFm O- a di i g IIII CV 0 W Family ❑I 33 - wz a U1 S U' " W-4" GLC. I 41 = 1'-1011 ` I'I'I�I II�,!�IIIIIlu1��� _ I'II I ---------- ---------IIIf Caf� 51PI i dJ N III I v �I Ilil m q'-4" GLC. civ q 1 11 I I II - �- r' I 6/2 O 1 6 -6 Y 2 -loll 5!II', LOW WALL +541/2" 12 t r I GOUNTERTOP D = - - III �- Kitchen _ x v o m 1 \ _i q -4" GLG V2" 6'5:4p 411 5'42" 1 6'-10" 21_211 21_x%211 7111 G - 5.IUR- N Jug.- � +',{[ II 1 , !1;11:41 w 0 13 ZL Pantry q ql-011 GLG _ -O.H.G.13 - ----- -- I �y ----- -- O.H.G. ❑ .: ... � I;Ip� Ii,IIN !'.x.Ui M11PI II'"'IYII II III I'. 11111 1,!11111 I 1111111 Il lllilllllll!UaFt .0 - -25--- p.. . tpur rp ., .. p .r, 1111 . „ ri,=1,�1.' 1 lY PI ,1'.i1i',U. f' Ip' II'I N ly I I, 0 0 5G2880 cV 0. I . / \µ q'-411 GL I ;. 5.IUR- 1 Gari cn -Car BENCH q'-411 GLG. r-4 Powder q'-4" GLG cn 2 jj L11 LL = O I cn Porch = N.G. �-I FX 1/2 54 OVAL -'TEMP. O 2 �r m 5.2UR-R - - 80-70 OGD i I' GOMMONWALL CL, f t1 ca Im o !. m[A- P 1 a In O 2' 41 8' 1/4" _ 1'-0" AT 22x34 i I/8" = 1'-0" AT IIxI1 GOMMONWALL GOMMONWALL CE TYPICAL CONSTRUCTION ASSEMBLIES. A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN67 AND ROOF FRAMING PER 5TRUGTURAL. 13. TYPICAL FRAME FLOOR GONSTRUGTION: FINI5H FLOORING ON 5/4" TONGUE 4 `GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. Q) WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH 9 MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEPROOM5 TO HAVE A CLEAR E6RE55.OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 5ILL HEIGHT NOT GREATER 1 THAN 44" ABOVE FLOUR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q1-411 PLATT I-IE16HT (U.N.0) 1'-011 A.F.F 6 64' PLATE IEIC,H T (U.N.O.) E. ELEG TRIGAL: ALL ELEGTRIGAL AND "ME6'HANI6AL EOUIPMENT t 1-1ETER5 ARE 5UBJEGT T"0 REL.OGAI ION DUE TO FIELD 6ONDI"r10Pd5r GONTRAGTOR TO VERIFY. F. H\/A6; PROVIDE BACK DRAFT DAi' IP-'ER5 @ DRYER VENT, HOOD VENT, 4 EXHAU% FANS, G. GEMENTITIOU5 FINI51H - IN5TALL PER LOGAL_GODE. `T H. DIMENSIONS ARE TO THE ,TACE OF STUD, N U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGS OF GMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. FLOOR PLAN NOTES: THE FOLLOWING KEYNOTES REFERENCE -THE # 5YMDOLS A5 SHOWN ON PLANS: 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILINCG / GUARDRAIL 13ALU5TER5 TO BE SPACED 5UGH THAT A 4" SPHERE GANNOT PA55 BE TWEEN,BALUSTERS. RAILI.WHANDRAIL5 ARE TO BE AT A"454 ' !', MINIMUM TO 58" MAXIMUM HEIGHT A.F.F., ITH ". RETURNS PEP, LOCAL CODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN _q P051TION. -� 5. (2010 FRG SECTION 311) POP: STAIR REQ. .s, 4. 5LOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GAPAGE DOOR OPENING. 5. FIREPLACE, AS SPECIFIED BY BUILDER. Ian INSTALL PER MANUFAG"TUR.ER5 5PEGIFIGATIONS. ALL FAGTORY BUILT FIREPLACES SHALT- GOMPLY WITH L OGAL GORES 6. 2X4 LOW NALL_ 5O"A.i .F. 1. SINK. W/ OAR.DAGE D15PO5AL - 8. 0 5HWA51 ER (L r ANE 10. GOOK TOP 11. OVEN 12. REFF116ERATOR 5PAGE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL 5INK 15. 42" X 72" 6APDEN TUB I6. TILED 5HONER W/ 6LA55 ENGLO5URE, PER BUILDER SPEG. 17.. 42"x6O" TUB' 18. 32" X 60" TUB/51-10NIEF Iq. LINEN SHELVE5 20. WA5HEP 5PAGE - 21. DRYER,. VENT :i --- N 23. PROVIDE NON-GOM51J5115LE PLATFORM cv ELEVATED 18" ABOVE GARAGE FLOORFOR ELEGTRIG WATER HEATER. 25. SHELVING PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.O.). 21. ATTIC AGGE55 W/ 5TAIR5 (22 I/2"x54' U.N.O.). 28. 6YP5UM BOARD OPI=NING (SEE INTERIOR ELEVATION5) cv SQUARE FOOTA FS REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q02 UPPER FLOOR 103q 5IJ13TOTAL ig41 GARAGE 240 PORCH 36 LANAI 102 BALGON'( 52 33. HALF WALL W WOOD .GAP OR OPTIONAL LOW, OTS.. �4t�R 2q. GYPSUM BOARD ARGH (5EE INTERIOR ELEVATION5)I 30. OYPSUM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP, 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR HEI6HT5 4 ARCHITECTURAL DETAILS FOR - FIN15H. 32. PLAN r SHELF; 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W WOOD .GAP OR OPTIONAL LOW, WALL WITH RAILING ABOVE. i4. PORCH RAIL, 5EE ELEVATION. 35. 36"06" GONGRETE STOOP. 56 6x> BEAi 1 31. OPTIONAL UPPER CABINETS. 38. OPTIONAL GABINET5, 3q. OPTIONAL OOFFEPED GE -10\115 (A5 NOTED PER . - FLAN) Plan 40. LINE OF FRAMING ABOVE. O 21 4' 8' 41. LINE OF FRAMING Y`ALL BELON. 42. 2X4 LOW Y\IALL 42"A.F.F. IMP = 1'-0" AT 22x34 43. 2X6 LOK WALL. 42" A.F.F. l I/8" = 1'-0" AT IIxI1 44.:`561-1: OPEN WOOD IRINILING. 45. TOR ADDITIONAL NOT.F5 SEE GENERAL NOTES ON TITLE 5HEET 4 -DETAILS.' 46. 18" X 56" X 2" ART NICHE 41, HORIZONTAL LAUNDRY CHUTE 48. LOW WALL +42" A.F.F. k ® 4q. GYPSUM BOARD ARCH @ 8'-O" TO it avilk dl Eievation 50. LOW WALL 5211 A.F.F. 51. 30 A.F.F, COUNTER W/ DIAGONAL 5UPPORT5 WALL GLEAT5, PER BUILDER R 52. 60'X60" GARDEN TUB s,4,yo�o 0 I GOMMONWALL CI' GOMMONWALL Ck Trad V w'L w � a CD -r - CD LO C) Z ,-vL Col (Y-) mm2 u -J r`° am„ O O =U7d 2 o LOFm O- a di i g W W J U1 U' 4 �ap�F'C ppoppOpp� '®�® o 46'h ;. a.-] ^� ,pyo ?gyp ppm .6 ,y, 1�1�� 1� l BSB DESIGN wwvr.bsbdesiDn.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION REDWOOD RIGHT Lot 72 Redwood Plan 1943 r -Q m i U OR", m R", -r - CD LO Col (Y-) CO u -J r`° O o LOFm O- 1�1�� 1� l BSB DESIGN wwvr.bsbdesiDn.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION REDWOOD RIGHT Lot 72 Redwood Plan 1943 r -Q m i U OR", m R", L GOMMONNALL 22'-0" �_ GOMMONNALL �k GOMMONNALL GOMMONNALL GOMMONNALL �_ GOMMONNALL SQUARE FOOTAGE S BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOORS UPPER FLOOR : � qqb - TOTAL 180 GARAGE - 24q� PORCH 6T LANAI 102 BALGONY 61- 00 ou)o M 2362 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GONrRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL, B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE i GROOVE FLOOD 5HEATHiN6 ON FLOOR TRUSSES OR FLOOR JOI5T5 A5 NOTED ON 5TRUGTURAL DRAHIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION; MONOLI T HIG GONGRE ITE SLAB OVER VAPOR BARRIER. REFEI"? TO 5 CRUCTURA1_ EN61NEERING PPANiN5, TYP. HINDON5: A, ALL NINDON5 SHALL COMPLY NiTH MINIMUM 5TANARD5 OUTLINED IN APPLICABLE RES. GHEGKS. B. NINON SUPPLIEF TO VER IF'( AT LEAST ONE HINDOYAI IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.-1 562. FT. WITH MIN. FAMEN51ON OF 24" IN HEIGHT AN 20" IN NIDTH; 51LL FIE16HT NOT GREATER THAN 44" ABOVE FLOOR. C. TYPICAL NINON HEAD HEIGHT: Y' -O" A.F.F @ q'-4'+ PLATE HEIGHT (U.N.O.) T70 A.F.F @ Pte' -I PLATE HEI6- FIT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITION; CONTRACTOR TO VERIFY: F. HVAG: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOUS FINISH INSTALL PER LOCAL GOPE. H. DIMENSIONS ARE TO THE FACE OF 5 TUP, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR'5TUDS UNLE55 OTHERNISE NOTED. M ALL ANGLED PARTITIONS ARE 45 PEGREE5 UNLESS OTHERNI5E NOTED. FLOORPLAN NOTE,';':. nFFiE FOLLONIN�v'KEYNO'I'E5 REFERENG> THE 5YMBOL5 A5 5HONN ON PLANS: 1. IF RAILING / C-)IJARE)PAIL Imo; PROVIDED, ALL RAILING / 6UAPDRAIL bAl U5TER5TO 3E 9 -PAGED SUCH THAT A 4` 5PHEP }I\�iN<>T PAS= r;ETNEEN BALUSTERS. RAILIN6,,/HANPFLL\iL5 ARE TO BE AT A 54" MINIMUM TO 5W MAXIMUM HE17i-ir A.F.F., KITH RETURNS PER LOGAL CODE:. RAILING ,AT GUARDRAIL LOGATION5TO BE AT 42" MINIMUM A.F.F.. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN P05ITION. 3. (2010 FRG SECTION 311) FOR STAIR RECD. 4.1 SLOPE GARAGE FLOOR I /W PER FOOT -MIARD OVERHEAD OAPArvE DOOR OPENING. 5. FIREPLACE, AS SPECIFIED BY BUILDER. INSTALL PER MANUFAGIURER5 SPEC IFIGATION5. ALL FACTORY BUILT FIREPLAGE5 5HALL COMPLY NITH LOCAL CODES 6. 2X4 LON NALL 30"A.F-.F. -1. 51NK N/ GARBAOE D15P05AL 6. 0I5,'-INA5FIER q. RAN6E 10. COOK TOP Ii. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRT - (5) 16" D. SHELVES 14. PEDESTAL 5111K . 15. 42" X-12" GARDEN TUB 16. TILED 5HONER N/ GLASS ENCLOSURE, PER BUILDER SPEC. Il, 42"x6O" TUB 18. 32" X 60" TUB/SHOVER Iq., LINEN SHELVES 20, NA5HER 5PAGE 21. DRYER, VENT - 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 16 ABOVE GARAGE FLOOR FOP. ELE<�TIG NATER HEATER. ,2 -q -JA 2.5. 5HELVIN(5 PER BUiLPER 5PE65. L\126.. ATTIC AGGE55 (`,- 2Z'X32" IJ.N:O.), 21. AT1-1G AGGE55 W STAIRS (22 1/2"x54" UXO.). 21~5. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS). 2q, GYPSUM BOARD ARGH (SEE INTERIOR ELEVATIONS) 50, rvYPSUM BOARD LON HALL, 5b" A.F.F. (U N,O.) N/ MDI= GAP: 31. SOFFIT, REFER TO EXTERIOR ELEVATIONSFOR HE16HT5 R ARGHITEGTUPAL DETAILS FOR FINI5H. 32. PLANT SHELF, SEE EXTERIOR ELEVATIONS. 33, HALF NALL Nl NOOD .GAP OR OPTIONAL LON NALL KITH RAILING ABOVE. 34.. PORCH RAIL, SEE ELEVATION. - 35. 36"06° CONCRETE STOOP. 36. F,xB BEAM. 31. OPTIONAL UPPER CABINETS. 38. OPTIONAL CABINETS. 3q. OPTIONAL COFFERED CEILING (AS NOTED PER PLAN) U40. LINE OF FRAMING ABOVE. II' -8" Flaoltor Plan- 41. LINE OF FRAMING HALL BELON. P I ca nr O 2' 4' 8' 42. 2X4 LON HALL 42"A.F.F. 2 21-8 2- 43, 2X6 LON HALL 42" A.F.F. I/4" = 1'-0" AT 2204 44, 361H. OPEN HOOP RAILING. O AT 22x34 _ 221-011 45. FOR ADDITIONAL NOTE5 5EE 6ENERAL NOTES '-0" AT Ilxl7 ON TITLE SHEET i DETAILS. 46. 18" X 36" X 2 ART NICHE , 41. HORIZONTAL LAUNDRY CHUTE GOMMONNALL CE GOMMONHALL® 48. LON NALL +42" A.F.F. raditiolial 4q. GYPSUM BOARD ARCH @ 8'-0 TO 8'49" 50. LON NALL 322 ,A.F.F. 51. 30" A.F.F. GOUNTER H/ DIAGONAL 5UPPORT15 v,Ultpi HALL CLEATS, PER BUILDER 5PEG. 'T'�+ 52. 60"X60" GARDENTUB o� ep' wz � Z W ", ()e 1 mac: a F, �a �a 00 ou)o '^.. 116si11 a91ll 4 O S N 1S r m j so � ioo� Gtl y O U) lla FrJJ (n F 2 _ o30 o- z rr O w CV O Zo v a N CV w0� a� ", ()e 1 mac: a F, �a �a 00 116si11 a91ll N so � ioo� Gtl a BE I N DESIGId www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGH: JF DHAWN: ST CHECKED: FLOOR PLANS TRADITIONAL ELEVATION BIRCH - LEFT ", ()e 1 mac: a F, �a 2" 116si11 a91ll N O CV N CV w0� O CC5 J ! dj N N ONWAVE - M co LL O 0 LO BE I N DESIGId www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGH: JF DHAWN: ST CHECKED: FLOOR PLANS TRADITIONAL ELEVATION BIRCH - LEFT 0 0 GOMMONWALI_ `L. GOMMONWALL 221-011 2 21'-b" 211;1 I 1 COMMONWALL . �- GOMMONWALL ASSEMBLIES A. TYPICAL ROOF CONSTRUCTION: GOMMONWALL SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPE(- S) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUG-1-URAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC CONCRETE 5LAL3 OVER VAPOR `t wZw r � � BARRIER. REFER TO 5TRUGTURAL o `r a ENGINEERING PRAHIN65, TYP. A. ALL WINDOWS SHALL GOMPLY WITH o MINIMUM STANDARDS OUTLINED IN z APPLIGABLE RFS. CHECKS. <nN O 13. WINDOW SUPPLIER TO VERIFY AT LEAST H w -95 w Jz ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR EO-RE55 OPENING OF 5.1 50. FT. WITH MIN, DIMENSION OF 24 IN HEIGHT AND w s' o x 2011 IN WIDTH; 511-1- HEIGHT NOT GREATER (n- o IQ) THAN 44" ABOVE FLOOR. <1 < I G. TYPICAL HINDOH HEAD HEIGHT: 8'-0" A.F.F @ a'-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F`0 b' -I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 ME TER5 ARE 5-U[3-1EGI TO REI_OGAT'ON DUE. I�0 FIE! D GONDlTIOtS; CONTRACTOR TO VE RIF r . F. HVAC: PROVIDE DAG" DRAFT1AMPER5 C DT�'rER VENT, HOOD VEN 1, 4, E -,,i IAU5T FANS. G. GEMENTITIOU5 I INIGH INSTALL PER. LOCAL CODE. N. UI3�iENSI0r45 ARE TO THE FADE O F STUD r � U.N.O. L, ALL EXTERIOR PIMEN51ON5 ARE TO FACE OF CMU OR 5TUD5 UNLESS OTHERWISE NO E'D. w M. ALL ANGLED PARTITION5 ARE 45 DE6F,EE5 U14LE55 OTHERWISE NOTED. FLOOR PLAN NOTES ;�N - THE FOLLOWING KEYNOTE5 REFERENCE THE � 1 SYMBOLS A5 SHOWN ON PLANS: �'®�1�41tlI 11��' 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL �;,��'�������'®° m�'� le.�� RAILING / GUARDRAIL BALUSTERS TO " , �•� LL. °'oo � ci- SPAGED SUCH THAT A 4", 5 HERE CANNOT s I,,u, �., 0 _? PA55 BETHEEN BALUSTERS.'ll RAILING/HANDRAIL5 ARE TO BE AT A54" k� , t '° t- N Q R. � I•_ MINIMUM TO 3b" MAXIMUM HEIGHT A.F.F., WITH RETURN5 PER LOGAL GODS. RAILING AT :®® o ® •�i ' GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REGI. Q 4. SLOPE GARAGE FLOOR I/8" ;PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, A5.5PEGIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT 19 REM FIREPLAGE5 SHALL COMPLY HITH LOCAL CODES Alm 6. 2X4 LOW HALL 30"A.F.F. 1. 51NK;H/ 5A.RBAGE DISPOSAL a. 0151-IHA5HER q. RANG 10. GOOK" TOP 11. OVEN'S 12. REFRIIIOR SPACE. 13. FAVI RY - (5) 16" D. SHELVES 14. rEDESTAL :SINK � 15. 2" X 12" GARDEN TUB I6. TILED SHOWER H/ GLASS ENCLOSURE, PER DAM BUILDER SPEC. C 11. 42"x60" -iUB 0 c >I-- ICJ. 32" X 60" IUD/ -HONER --J 1q. LINEN 5HELVE5 20. HASHER SPACE 2I, DRYER, VENT. -� 2-:��P�Tt�AL�:>=Ab1NOR:C 11A1K:✓-.�-.,�--,,-__ �:_. � Z3 23. PROVIDE NON-COM> USTIBL E PLATFORM O CIS ELEVATED IPS" ABOVE GAP.AeE FLOOR FOR U) ELEGTRIG HATED, HEATER. LO 25. SHELVING PER BUILDER 5PEG5. 26. ATTIC ACCESS (22"02" U.N.0).Ai 21. ATTIG`AGGE55 W/ STAIRS (22 1/2"x54" U.N.O.). 2b. GYPSUM BOARD OPENING (5EE INTERIOR ELEVATIONS) 2q., GYPSUM BOARD ARCH (5EE INTERIOR ELEVATIONS) c� cn SQUARE FOOTAGE BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 834 UPPER FLOOR qqb TOTAL W2 GARAGE -40 Ln Lanai 68 LANAI 102 BALGONY 61 33. _ TOTAL€. WALL WITH RAILING ABOVE, 34. PORCH RAIL, SEE ELEVATION. DESIGN 35. q'-4" GLC. - - w 36., 6x8 BEAM.www.bsbdesign,com 31. OPTIONAL UPPER GAE31NET5. II �1 fII ;JI II 4-5 I II OPTIONAL GABINET5., Safety Harbor, Florida 34695 51 1] 26 5H 26 SH 26TEMP. Q) ~ 63 � I$I! �;!li }I jl I i °III' { e! i ci l_4,II =1 " III 'i LOW HALL +34 1/2" - v v z GOUNTERTOP +36" 12 I o i CafeLE II 6 \ -1 X = 5.1Ur�- I=>W L- Q _• I' T�2 ---,'-0" U 31-10Y2 1I 3'-q" ip/ 1'- I -V�2II 2'- - O 1 I I 1 � 15.11)0- - Kitchen a5.IL)E3- CT-4"GL6. � ",, ❑, ! _ 7` Lm"'n" CV Pantry , q 0 q-4 G b -✓� _ ,J.I . J C� /�_ <_ iJ H I. y 13 ❑ � uy 'Pi�r Nr.. �6 aff!d , , .,,llio� ,fli , IFtl Y61iV, 14, !,! d.11. he a ili!461i9Ilfl i l7 c` _ O.E. q 28 8OSC i q'-- LG. F - - c1'-4" GLC. - i 5141 W - - G I p - F- ATEH )NDE1 HEATER r TAIRS----�- - dul IT � r 2C�- " C r Garage -i- q'-4" GLC. z i I ', r_ •� ail 0 N -4" CLO ❑ w, m 17 XT2h F F \ _ O 8070 OGD �- 1 Q) i- - - - - - - - - - - - - - - 0 5'-3" 2'-3" 6'-4" 5'-1011 0 r� .w, Porch 40 1 1 COMMONWALL . �- GOMMONWALL ASSEMBLIES A. TYPICAL ROOF CONSTRUCTION: GOMMONWALL SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPE(- S) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUG-1-URAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC CONCRETE 5LAL3 OVER VAPOR `t wZw r � � BARRIER. REFER TO 5TRUGTURAL o `r a ENGINEERING PRAHIN65, TYP. A. ALL WINDOWS SHALL GOMPLY WITH o MINIMUM STANDARDS OUTLINED IN z APPLIGABLE RFS. CHECKS. <nN O 13. WINDOW SUPPLIER TO VERIFY AT LEAST H w -95 w Jz ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR EO-RE55 OPENING OF 5.1 50. FT. WITH MIN, DIMENSION OF 24 IN HEIGHT AND w s' o x 2011 IN WIDTH; 511-1- HEIGHT NOT GREATER (n- o IQ) THAN 44" ABOVE FLOOR. <1 < I G. TYPICAL HINDOH HEAD HEIGHT: 8'-0" A.F.F @ a'-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F`0 b' -I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 ME TER5 ARE 5-U[3-1EGI TO REI_OGAT'ON DUE. I�0 FIE! D GONDlTIOtS; CONTRACTOR TO VE RIF r . F. HVAC: PROVIDE DAG" DRAFT1AMPER5 C DT�'rER VENT, HOOD VEN 1, 4, E -,,i IAU5T FANS. G. GEMENTITIOU5 I INIGH INSTALL PER. LOCAL CODE. N. UI3�iENSI0r45 ARE TO THE FADE O F STUD r � U.N.O. L, ALL EXTERIOR PIMEN51ON5 ARE TO FACE OF CMU OR 5TUD5 UNLESS OTHERWISE NO E'D. w M. ALL ANGLED PARTITION5 ARE 45 DE6F,EE5 U14LE55 OTHERWISE NOTED. FLOOR PLAN NOTES ;�N - THE FOLLOWING KEYNOTE5 REFERENCE THE � 1 SYMBOLS A5 SHOWN ON PLANS: �'®�1�41tlI 11��' 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL �;,��'�������'®° m�'� le.�� RAILING / GUARDRAIL BALUSTERS TO " , �•� LL. °'oo � ci- SPAGED SUCH THAT A 4", 5 HERE CANNOT s I,,u, �., 0 _? PA55 BETHEEN BALUSTERS.'ll RAILING/HANDRAIL5 ARE TO BE AT A54" k� , t '° t- N Q R. � I•_ MINIMUM TO 3b" MAXIMUM HEIGHT A.F.F., WITH RETURN5 PER LOGAL GODS. RAILING AT :®® o ® •�i ' GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REGI. Q 4. SLOPE GARAGE FLOOR I/8" ;PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, A5.5PEGIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT 19 REM FIREPLAGE5 SHALL COMPLY HITH LOCAL CODES Alm 6. 2X4 LOW HALL 30"A.F.F. 1. 51NK;H/ 5A.RBAGE DISPOSAL a. 0151-IHA5HER q. RANG 10. GOOK" TOP 11. OVEN'S 12. REFRIIIOR SPACE. 13. FAVI RY - (5) 16" D. SHELVES 14. rEDESTAL :SINK � 15. 2" X 12" GARDEN TUB I6. TILED SHOWER H/ GLASS ENCLOSURE, PER DAM BUILDER SPEC. C 11. 42"x60" -iUB 0 c >I-- ICJ. 32" X 60" IUD/ -HONER --J 1q. LINEN 5HELVE5 20. HASHER SPACE 2I, DRYER, VENT. -� 2-:��P�Tt�AL�:>=Ab1NOR:C 11A1K:✓-.�-.,�--,,-__ �:_. � Z3 23. PROVIDE NON-COM> USTIBL E PLATFORM O CIS ELEVATED IPS" ABOVE GAP.AeE FLOOR FOR U) ELEGTRIG HATED, HEATER. LO 25. SHELVING PER BUILDER 5PEG5. 26. ATTIC ACCESS (22"02" U.N.0).Ai 21. ATTIG`AGGE55 W/ STAIRS (22 1/2"x54" U.N.O.). 2b. GYPSUM BOARD OPENING (5EE INTERIOR ELEVATIONS) 2q., GYPSUM BOARD ARCH (5EE INTERIOR ELEVATIONS) c� cn SQUARE FOOTAGE BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 834 UPPER FLOOR qqb TOTAL W2 GARAGE 24q PORCH 68 LANAI 102 BALGONY 61 33. _ TOTAL€. 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.O.) H/ MDF CAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR11 Fl 1 HEIGHTS 4 ARCHITECTURAL DETAILS FOR N 'Ag 32. FINISH. PLANT 5HELF,`,5EE EXTERIOR ELEVATIONS. 33. HALF WALL Wl WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE, 34. PORCH RAIL, SEE ELEVATION. DESIGN 35. 36"x36" GONGRETE STOOP. 36., 6x8 BEAM.www.bsbdesign,com 31. OPTIONAL UPPER GAE31NET5. 100 Main St. Suite 209 3b. OPTIONAL GABINET5., Safety Harbor, Florida 34695 511. OPTIONAL COFFERED CE -11-1116 (AS NOTED PER 813 265 4808 PLAN) U er Floor Plan 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAr-IIN6 HALL BELOV. J08 N0: 0224020 PROJ MGR: JF 42, 2X4 LOW HALL 42"A.U. DRAWN: ST CHECKED: U 2' 4' b' 43. 2X6 L OH HALL 42 A.F.F. FLOOR PLANS IN NEW I/4 = 1'-0" AT 2204 44, 56"K. OPEN WOOD RAILING, TRADITIONAL ELEVATION 1/8" = I' -O" AT lixl I 45. FOR ADDITIONAL NOTES SEGLNEP,'M NOTES BIRGH RIGHT ON TITLE SHEET DE -TAILS. 46. 18'.' X 3611 X.2, ART NICHE 4T. HORIZONTAL LAUNDRY CHUTE Lot 74 48. LO^I WALL +42" A.F.F. Trwiffint-mm " Birch Plan 1832 4q. GYPSUM BOARD ,hRGH o 8 -0 TO � -6 50. LO'C`I HALL X2111 A.F.F. ��1LaiN 51. -JO" A.F.F. GOUNTEP NI/ DIAGONAL SUPPORTS 142ml U' wtwj'A'=R c WALL GLEAT5, PER BUILDER SPEC. SANFORD 52. 6011X60" GARDEN TUB �7 615 ff 5 7 7 2;f C- GOMMONWALL Ck GOMMONWALL 0 O Ck GOMMONWALL �_ GOMMONWALL --- - --- ---- -- II�II� ��� � � ---- ,,Pi, _ r I d Cafe I'III;IIj' I I I P v LOW WALL +34 1/2" 12 I I i S.Iut?- COUNTERTOP I_I Q Kitchen, b 1�� I q'-4" GLG h o o x I, 2+22'-�/2" 6'-10" 5'-5" JV2, 110111111 O5R- I G i 13 'L �v m da antr 22'-0" ,4 I 3 0 _ VI 1-01' GLG O 21'-b" 2111, PORCH 36 O H.G - Ir O G pu BALCONY - I 21'-b" O AL 31. I WAN ------ ------ - I 2�60 32, I Lanai 40 3:5. HALL= WALL Wl ;A!OOD GAP OR OPTIONAL I- OW q'-4" GLC. I Wt},LL WITH RAILING ABOVE. E■ qq 34. , PORCH RAIL, 5EE ELEVATION. DESIGN 2'-5" Ti 4'-5" 3'-b" 3'-b" 2'-10° bxb BEAM www.bsbdesign.com 1 Gari 511 26TEMP. 5H126 5H �26 1 m 'I �Il q'-4" GLG. BENCH :� ' -� \ lu Powder u q GLG. !i IIII, J fi m I - - - -� - -,' - F sa _. 1 - I IL W.G. - cv FarTIIy I - _ q'-4" GLC. 1 I -10" �v 15-10" Ilk o _ -TEMP. - --- - --- ---- -- II�II� ��� � � ---- ,,Pi, _ r I d Cafe I'III;IIj' I I I P v LOW WALL +34 1/2" 12 I I i S.Iut?- COUNTERTOP I_I Q Kitchen, b 1�� I q'-4" GLG h o o x I, 2+22'-�/2" 6'-10" 5'-5" JV2, 110111111 O5R- I G i 13 'L �v m da antr - ,4 I 3 0 _ VI 1-01' GLG O PORCH 36 O H.G - Ir O G pu BALCONY - b2 O AL 31. 5OF FI (', PEFER TO EXTERIOR ELEVATIONS FOR A\ Cy 11L16H TS 4 ARGHlTEG"rllRAl DETAILS FOR I 32, I BSB 3:5. HALL= WALL Wl ;A!OOD GAP OR OPTIONAL I- OW Wt},LL WITH RAILING ABOVE. E■ qq 34. , PORCH RAIL, 5EE ELEVATION. DESIGN 35, 36"x36" GONGRETE STOOP. GLG. bxb BEAM www.bsbdesign.com 1 Gari -Car m 'I �Il q'-4" GLG. BENCH ' -� \ lu Powder u q GLG. IIII, � I q'-4" GLG � m I - - - -� - -,' - F sa _. 1 - I IL W.G. - Poch I - _ I _ - FX 1/2 34 I = OVAL o _ -TEMP. - 2 6070 OGD - 1( 5.2UR- I I 6'-0" 12'-2" 6'-2" 21'-b" 22'-0" O r� GOMMONWALL TYPICAL CONSTRUCTION 'L GOMMONWALL ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5 rRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR 1-RU55E5 OR FLOOR J015TS AS NOTED ON 5TRUGTUPAL DRAWING5. G. 51 -AB ON GRADE FLOOR CONSTRUCTION: Ii MONOLITHIC GONGRETE SLAB' OVER. VAPOR BARRIER, REFER TO 5T1UGTU1QAIz ENGINEci?itI<� DRAWINGS, "fYP. r�>�� wINDoWS s OF LO II o A. f -\1_L NINDOW5 5HALL GOMPI_'( WITH _ i m MINIMUM STANOAR.DS OUTLINED IN O GS APPLIGABLE RES" GHEGK5. o I >a'. WINDOW SUPPLIER TO VER IFY A"1 LEAr !� w _ w3 ONE WINDOW IN ALL BEDROOMS TO HAVE A � 11:e � � GLEAR E6RE55 OPEN ING OF 5.1 50. FT. � WI"fH MIN. DIMENSION OF 24" 1N HEIGHT AND r o 3 2O" IN }^IID I- -H; SILL NEI<,HT NOT <aREAT"ER THAN 44" ABOVE FLOOR. o C_.. TYPICAL WINDOW HEAD FIEI64-IT: J I 6'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N 0) T-0" A.F.F @ b'-1" PLATE FIE16FIT (U.N.O.) E. ELEGTRIGAL:. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METER5 ARE SUBJECT TO yl - RELOCATION DUE TO FIELD GONDITION5; cn GONTRAGTOR TO VERIFY: F. HVAG: ,III - PROVIDE BACK DRAFT DAMPERS I DRYER VENT, HOOD TENT, EXHAUST FANS. sy G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. 1-1. DIMENSIONS ARE To -ri FACE OF 5TUD, L. ALL EXTERIOR ERIOR DIMENSIONS ARE 1-0 FACE OF GMU OR 5TUD5 UNLE55 oTHERWI5E NOTED. !� � M. ALL ANGLED PART"ITION5 ARE 45 DEGREES axr UNLESS OTHERWI5E NOTED. SIIFLOOR PLAN NOTES: THE FOLLOWING KEYNOrE5 REFERENGE THE -N ## SYMBOLS /`,5 5 -OWN ON PLANS:S: .. ,,. I° IF RAILING / GUARDRAIL 15 PROVIDED, ALL � Yj FAILING / GUARDRAIL B�\LU5TER5 TO; BE 44 ra�� ,� tq,oa�,®° ��✓✓� t 5PAGED SUCH THAT A 4" 5PH"ERE GANN�r � .. , `* p a° 1 PASS BETI^1EEN BALUSTERS. " +\ " &\\ ,°.°�%t�� N y 4LCD RAIL INC/HrAMORAII-5 ARE TO BE AT A 34" � �411° Uj r I MINIMUM TO 3b MAXIMUM I-0ow A.F.F., -IITH RETURN`; PER LOGAI_ GOOF. RAILING Al' , *,® ti m GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM 3 u> r 1'411 � o A.F.F. OPT. RAILING. O -5��Z. LINE OF OVERHEAD OAPA6E DOOr? IN OPEN o POSITION. a✓e� `� .. �awo � � �,. 9��A9911p119�,, ✓. (2010 FRG SEGTl,Or1 ✓I I) FOR (AIR RFC?. 4. 'SLOPE GARAGE FLOOR 1/8" PER FOOT0 TONARD OVERHEAD GARAGE DOO(? OPENING, 5. FIREPLACE, A5 15PEGIFIED EDY E:UILDER. INSTALL PER MANUFAG'TURERS 5PEGIFIGATION5. ALL. FACTORY BUILT FIREPLACES SHALL COMPLY YIITH LOCAL '` CODES I _ 6. 2X4 LOW WALL 30"A.F°F. 1 51NK W/ GARBAGE DISPOSAL c>. D15HWASHcR q. RANGE 0 11 = IO. GOOK TOP CD N II. OVENCD l �V 12. REFRIGERATOR 5PAGE. N ti I 13. PANTRY - (5) 16" D. 5HELVE5 iV 14. PEDESTAL SINK I- 15. 42" X 72" GARDEN TUB c c �- HOWER W GLASS ENGLO�UPE PER Ib. TILED 5 / 0 � BUILDER SPEC. Q 11. 42"xbO" TUB CZi !'-- I b. 32 X 60" TUB/5HOWER 0 Iq. 'LINEN SHELVES ES Ca c 1` 20. WASHER SPACE � 21. DRYER, VENT c - a cv 61rtRDIAL �kflldDf' ,� : - 23. PROVIDENON PLATFORMcu ELEVATED Ib ABOVE= GARAGE FLOOR FOR +--. ELEGTRIG NATER HEATER. LO t n !Z�v r� 25. 5HELVIN6 PER BUILDER 5PEG5. 2b. ATTIC ACCESS (22'ir32" U.rLO.). 1 21. ATTIG ACCESS Wl 5"fAlr5 (22 1/2';;54 U.N.O.), I 26. 6'(P5UM BOAFv OPENING (5Ec INTERIOR ELEVATIONS) U r - SQUARE PTS REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q02 UPPER FLOOR 1 10501 OTAL 1441 GARAGE 240 PORCH 36 LANAI 102 BALCONY - b2 O AL 31. 2q. 'GYP5UM BOARD ,'',RGH (SEE INTERIOR TIONS) ELEVATIONS) 30. GYPSUM BOARD LOW WALL, 36" A.1 -.F. (U.N.0) W MDF GAP. 31. 5OF FI (', PEFER TO EXTERIOR ELEVATIONS FOR 11L16H TS 4 ARGHlTEG"rllRAl DETAILS FOR 32, FINISH. PLANT SHELF, SEE EXTERIOR ELEVATIONS. BSB 3:5. HALL= WALL Wl ;A!OOD GAP OR OPTIONAL I- OW Wt},LL WITH RAILING ABOVE. 34. , PORCH RAIL, 5EE ELEVATION. DESIGN 35, 36"x36" GONGRETE STOOP. 36 bxb BEAM www.bsbdesign.com 3-I. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 ✓b. OPTIONAL GAE31NET5. Safety Harbor, Florida 34695 mal P AN 3q. OPTIONAL COFFERED GEILIN(v (A5 NOTED PER 813 265 4808 Ufflo Whr Floor Plan PLAN) 40., LINE OF FRAMING ABOVE. O 21 41 41. LINE OF FRAMING HALL BELOW. JOB NO: 02J14020 PROJ li JF 42. 2X4 LOW WALL 42"A.F.F, DRAWN: ST CHECKED: 1/4" = 1'-0" AT 22x34 43. 2X6 LOW WALL 42" A.E.F. FLOOR PLAN 0 mmf ''I' I/b" = 1'-0" AT 110 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL NOTES REDWOOD - LEFT ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2 ART NICHE 41. HORIZONTAL LAUNDRY GHUTE Lot 75 4b. LON L itul 4q. GYPS MBOARD ARCH @ b' -O" TO b'-6" Redwood -Plan 1943 i 050. LOW WALL 32�" A.F.F. 51. 30A.F.F. GOUNTER W/ DIAGONAL SUPPORTS $A9 I H14ml WALL GLEAT5, PER BUILDER 5PEG. (�Vtl4rNC 52. 60"X60" GARDEN TUB SANFORD I COMMONWALL I GOMMONWALL r El d �k GOMMONWALL GOMMONWALL O 2' 4' �5' 1/4" = 1'-0" AT 2204 I/b" = 1'-0" AT IIxl1 ,I �k GOMMONWALL GOMMONWALL �k GOMMONWALL v r - SQUARE FOOTAGES TYPICAL CS N S I RUCTI N (k GOMMONWALL q02 _ I03q SUBTOTAL _ASSEMBLIES-. A. TYPICAL." ROOF'GON5TRUGTION: GARAGE 240 5HIN6LE OR CONCRETE TILE ROOF (STYLE 36 LANAI VARIES, PER COMMUNITY 5PEC5) O'ER ROOF BALCONY a2 SHEATHING AND ROOF FRAMING PER OTAL 5TRUG'fURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 AS NOTED ON STRUCTURAL ` DRAWIN65. G. 5LAE3 ON GRADE FLOOD: CONSTRUCTION: LLQ•) MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, -fYP. O WINDOH5: o A. ALL HINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN c,Ua APPLICABLE RES. GHEGKS. i B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A UU� FS� < CLEAR E6RE55 OPENING OF 5.150. FT. WITF1 MIN. DIMENSION OF 24" IN FIEIGFIT AND z_- 20" IN WIDTH; SILL HEIGHT NOT GREATER W THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT:; W J 0 6-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) `i' -O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METER5 ARE SUBJECT TO o,ao (n RELOCATION DUE TO FIELD GONDITION5; cn .¢ CONTRAGTOR TO VERIFY. www F, HVA�G_ - PROVIDE BACK DRAFT DAMPER.5 @ DRYER VENT, HOOD VENT, 4 EXHAU51- FAN5. 6. GL_MENTITIOU5 FINISH` IN5TALL PER LOCAL (ODE. 1"s 11. DIMEN51ON5.ARE TO THE FA.GE OF STUD, U.N.O, L. ALL EXTERIOR DIMEN510,15 ARE TO FACE OF GMU OR STUDS UPILL-55 OTHERH15E NOTED. M. ALL ANCvLED PARTITION5A(?E 45 DE6REE5 UNLESS OTHERHI5E NOTED. FLOOD. PLAN NOTES THE FOLLOWING KEYNOTES REFERENCE THE 5YMB01_5 AS SHOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 -1-4 � 5PAGED 5UGH THAT A 4" 5PHERE`CANNOT; PA55 BETWEEN BALUSTERS. PAILING/HANDRAIL5 ARE TO 13E AT A 34" MINIMUM TO 35" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT n GUARDRAIL LOCATIONS TO: BE AT 42" MINIMUM o _ A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR 5"1 -AIR REU.. i 4. SLOPE GARAGE FLOOR I/8" PER FOOT `TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, AS 5PEGIFIED BY BUILDER. INSTALL PER MANUFAC TURER5 icy 5YEGIFIGATION5. ALL FACTORY BUILT - FIREPLACES SHALL COMPLY WITH LOCAL r CODES ' i 6. 2X4 LOW HALL 30"A.F.F. 1. SINK W/ GARBAGE 015PO5A- D. O5HHA5HER q. RANG 10. COOK TOP =� m 11, OVEN N 12. REFr:I6E RATOR 5PAGE 13. PANTRY (5) 16" D. 5HELVE5 14. , PEDESTAL SINK 15...42" X 12" 6ARDEN TUB l6. TILED 5HO iER rl./ 6LA55 ENGLO ;URF PER BUILDER. 5PEG. 11. 42'.x,50" V�J43 I? . 52" X 60" TUC;/5HOHER Iq. LINEN SHELVES. 20. WASHER 5PAGE 21. rJRYER, VENT i N C23. PROVIDE NON-GOM1;1J5TIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. 25. SHELVING PER BUILDER SPEG5. A 26. ATTIC AGGE55 (22"x32" U.N.O.). 21.. ATTIC ACCESS W/ STAIRS (22 1/2"x54" U.N.O.). i 28. GYPSUM BOARD OPENING (5EE INTERIOR ELEVATIONS) v r - SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q02 UPPER FLOOR I03q SUBTOTAL I�il GARAGE 240 PORCH 36 LANAI - 102 BALCONY a2 OTAL 2401 2q. GYP5UM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. GYPSUM 130AP:D LOW WALL, 5b" A.F.F. (U.N.O.) W/ MIFF GAP; 31. SOFFIT; REFER TO EXTERIOR ELEVATIONS FOR HEI6HT5 4 ARCHITECTURAL DETAILS FOR PINION. 32. PLANT SHELF, SEE EXTERIOR ELEVATIONS, 33, HALF WALL 1^U HOOD GAP OR OPTIONAL LOW WALL HITH RAILING ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35. 36"x36" CONCRETE STOOP. 36. AvA BEAM. 31: ''OPTIONAL UPPER GABINET5. 3b. OPTIONAL CABINETS, 3q. OPTIONAL COFFERED CEILING (AS NOTED PER PLAN) p1pem Floor Plan 40. LINE OF FRAMING ABOVE. 0 2' 4' 8' 41. LINE OF FRAMING, HALL BELOW. 42. 2X4 LO''`I WALL 42 "A.F.F, II' 1/4" = I'-0" AT 22x34 43. 2X6 LOH HALL 42'' A.F.F. -I/8" = 1'-0" AT 11x11 44. 36"I -I, OPEN H1OORAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL NOTES ON TITLE 51,EET 4 DE i AILS. 41 lb" X 36" X 2" ART NICHE 4-1. HORIZONTAL LAUNDRY CHUTE 48. LOW WALL X42 A.F.F. ® 41. GYPSUM BOARD ARCH @ 5'-0" TO &'-6" itkorial Elevation 50. LOW .WALL 322" A.F.F. 51. 30" A:F.F. COUNTER W/ DIAGONAL SUPPORTS 4 pialLoiti ____ HALL CLEATS, PER BUILDER SPEG. c 52. 60"X60" GARDE=N TUB k i r 6 GOMMONWALL GOMMONWALL frad _v „wa• r VY N ` LLQ•) u w O c,Ua UU� FS� < z_- H W W J 0 w o,ao (n www (n - 1"s _v win i� �lila iaoiaim SII l� IL S DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PRO•J MGR: JF DRAWN: ST CHECKED: -- FLOOR PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 76 Redwood - Plan 1943 42.1 U""RmL „wa• VY win i� �lila iaoiaim SII l� IL S DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PRO•J MGR: JF DRAWN: ST CHECKED: -- FLOOR PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 76 Redwood - Plan 1943 42.1 U""RmL GOMMONNALL r m i r-- TYP. i'' !1 A. ALL NINDON5 SHALL CO} -IPL( NITlI MINIMUM STANDARDS OUTLINED IN po APPLICABLE RE5. GHECK5. x DIY'' I ' SUPPLIER i \ �r1 _ h B. �ilaJDON TO �Lr.lr"Y �, LEASTa - -- kT � i a 1 t ONE NINDOH IN PALL 5EDROOM5 "f0 4 iAVc Ah � � � u� W.I. I.C. i I cv CLEAR =GRE55 OPENING OF 5.-I 50. FT. x " ct� 8'-O" GLC. 11 m_ NITFI MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; 51LI HEIGHT NOT GREATER } r Z Owners Suite l I T}Irr� 44 ABS - Wo I V FLOOR. �fio q' -U" TRAY GLC. i 25 I G. TYPICAL NINDON HEAD HEIGHT: 8'-O" A.F.F,,.q q'-4" PLATE HEIGHT (U.N O ) -P-O" A.F.F © b'-I"PLATE HEIGHT 31 411 61_211 3'-7" 6'-8" I E. ELi TRIGAL , ALL ELEGTRIGAL AND MECHANICAL �- 2468 1 EOUIPNIENT � METEi;5 ARE SUBJECT To 11 ' L25 -], J III RELOCATION DUE TO FIELD CONDITIONS; r I- - - - q -O GLC. �GONTBACTOR TO VERIFY: b' -O" GLG. F HVAC. I� wnors Bath GOMMONNALL CL 6 UPPER FLOOR 5.IUW- 9BTOTAI- KNEE 1 � LAV. � v ° I 5PAGE i TYPICAL T Tio n LANAI q3 31. 23'_4,1 HEIGHTS 4 ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATIONS. ASSEMBLIES: I {t1L F 1,ALL 1+/ 1�!0� GAP U�: o rIONAL LoN BSB MILL NI rH RAILING ABOVE. 22'-2" 211 A. TYPIGAL ROOF CONSTRUGTION: 51-11NGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF .5HEATHIN G AND ROOF FRAMING PER 3'-4" 4'-bY2" 4'_ 1" 3'-%" STRUCTU RAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE & GROOVE FLOOR 5HEATHIF16 ON FLOOR TRUSSES OR FLOOR J015TS A5 NOTED ON 5TRUGTURAL 3050 SH 3050 SEI 3050 SH 1 DRAHINGS. IIII G. SLAB ON GRADE FLOOR GON5TRUGTION: I I II 2� MONOLITHIC GONG '' RETE 5LA5 OVER VAPOR BARRIER, REFER TO 5TRUGTURAL 1 0 =<W 8 -O GLC. _ - - - - - - - - -"I----- i I I I ENGINEERING DR.ANING5, T(P. Ce! csi q' -O" GLC. 2'-O°I NINDON5: C) o TYP. i'' !1 A. ALL NINDON5 SHALL CO} -IPL( NITlI MINIMUM STANDARDS OUTLINED IN po APPLICABLE RE5. GHECK5. x DIY'' I ' SUPPLIER i \ �r1 _ h B. �ilaJDON TO �Lr.lr"Y �, LEASTa - -- kT � i a 1 t ONE NINDOH IN PALL 5EDROOM5 "f0 4 iAVc Ah � � � u� W.I. I.C. i I cv CLEAR =GRE55 OPENING OF 5.-I 50. FT. x " ct� 8'-O" GLC. 11 m_ NITFI MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; 51LI HEIGHT NOT GREATER } r Z Owners Suite l I T}Irr� 44 ABS - Wo I V FLOOR. �fio q' -U" TRAY GLC. i 25 I G. TYPICAL NINDON HEAD HEIGHT: 8'-O" A.F.F,,.q q'-4" PLATE HEIGHT (U.N O ) -P-O" A.F.F © b'-I"PLATE HEIGHT 31 411 61_211 3'-7" 6'-8" I E. ELi TRIGAL , ALL ELEGTRIGAL AND MECHANICAL �- 2468 1 EOUIPNIENT � METEi;5 ARE SUBJECT To 11 ' L25 -], J III RELOCATION DUE TO FIELD CONDITIONS; r I- - - - q -O GLC. �GONTBACTOR TO VERIFY: b' -O" GLG. F HVAC. I� wnors Bath _ 6 UPPER FLOOR 5.IUW- 9BTOTAI- KNEE 1 � LAV. � v ° I 5PAGE i LANAI q3 LaUndr PROVIDE BACK: DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. - - � 6: IGEMENTITIOUS FINISH ;, _ `� INSTALL PER LOCAL CODE. Oi E - II �„ � e8 �� H. DIMENSIONS ARE TO THE FACE OF STUD, �- cn G1'T� 11.x• s.luw- I �\ U.N.O. I L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF ' ------------- h GMU OR STUDS UNLE55 OTHERNI5E NOTED."" ❑ - J, M. ALL ANGLED PARTITIONS ARE 45 DEGREES : 16 21 I I UNLE55 O-FHERN15E NOTED. T~ 11 II _Iv 'I ' ❑ �O 1 3 xb _ �5 FLOORLA off° r ay PIGhI i'�uitl",fll'r'il� l V yl IIIi16VPull a lll'I 'i II _ THE FOLLOWING KEYNOTE5 REFERMGE THE j 5YMBOL5 A5 5HON,N ON PLANS: = 2 8 I. IF RAILING /GUARDRAIL 15 PROVIDED ALL eeee s�'eo e ✓ I' RAILING /GUARDRAIL BALUSTERS TOS 1q SPACED SUCH THAT A 4" SPHERE GANNO' s°° '�► ®��d�® '✓i �' ...-... cv a ���, ;t' ,® ,.�Q�e �,� •�,� s F-' 26 1 1-11 PASS BE rNEEN BAL U5TER5.� BAILING/HANDRAILS ARE TO BE AT 34" , m �` ,_ ^.,A f MINIMUM TO 3b" MAXIMUM HEIGHT A.F.F., WITH ;?, � ! �`� RETUF- N5 PER LOCAL GORE. RAILIt IG AT e ; ., Q) GUARDPML LOCA TIC?II Tp E:E AT 42" MIMIMUNI � � � �a I r'JI I/211 I II 'f Tri If r�i _ G. A.F.F.OPT\ i� IJ.T--1 �•'IG. ' P� " ; "\. > O LINE >F 0 /EBr_AL (-',AF A6E DOO", IN OPEN l �'st► : ©�oa®vs�a°�' HVAG DECK - = 1 I P051 -TION. ^� A13OVE _I - 1 �. (2010 FRG SEGTIO 3II) FOR STAIR REO. 9, er a e --------------� 4. SLOPE GARAGE FLOOR 1/8" PE 'F•Or r TONARG OVERHEAD vARAGE D'JCiR. OPE}�IN6. 0 Loft i i i i 1 5. FIREPLACE, AS 5PECIFIED BY BUILDER. 8'U) -011 GLG. �--``-________- 5 GIF PER MF,1`!UFr GTURERS r \`t I - I IGATIONS ALL FACTORY f ORY BUIL', � �I FIRE-PLAGE5 5HALL;COMPLY KITH LOCAL CODES 6. -Lm 2X4 L0�} HALL 30"A.F.F. I II 1 II I 11 I III - Bedroom 2 Q 5'-211 I. 51NK H/ GARBAGE DI5PO5AL ?�. 0151-INA5HER III. Ir,lil In,uti n, �lu�ua I�w= I„Isw ,.,�, h I i P.AN6E 0 =cv I 10. GOOK TOP - C� plllll 18 11, OVEN CD m 12. i?EPRIGERATOR .5PAGE. CEJ i 'Ilpl I _ cv 13. PANTRY - (5) 16" D. 5HELVE5 _^I - 14. PEDESTAL 51NK 1N� v � 15 42 X 72 GARDEN -TUB - z I - _ c cv IIII -' � ev !6, TILED SHOWER H/ GLA.�S ENCLOSURE, PER r C� BUILDER SPED, C; Lo D 17. 42"xb0" TUB 0 [e I�I 2 s.luw- Pl I 18. 52" X b0" TUMSHONER 4 8 _-- CEJ C� Iq. LINEN SHELVES - c, r. H.S. t h = 20. HASHER SPACE O fl 21. DRYER.. VENT 8'-O" '�- u�GtDkAL..k��?#F�}Z1=-��l � 2680 ? r LAV. 011 23. PROVIDE NON-COMBUSTIBLE PL ATFORII cc U) -S2 O° . ) LEVATED It3 ABOV1 GARAGE FLOOR FOR. m' $ w' VIII uhllrillmP+ au�l' 111111 IIII hur III ELEGTRIG WATER HEATER. ; „ LO -' ------ 25. SHELVING PER BUILDER SPECS. 26, ATTIG;AGGE55 (22"02" U._N.O.). v ry 11 TI'I 2-1. ATTIC AGGE55 N/ 5TAIR5 (22 1/2"X54"U.N.O.). Ns I c. 21-011 ` 28 GYPSUM BOARD OPENING (SFE INTEPiOh' I li I 2668 W I � I acv I � Bedroom 3 .. .I G r -7. I i SJ b -O" GLI J I IIII 8'-01' GLG. - V III a- 2 6'-2" �.2uw-/`1_211 12'-4" 221-211 221-411 25 1141, I - 0 SQUARE FOOTAGES WILLOW - PLAN 2059`- TRADITIONAL MAIN FLOOR 2q. UPPER FLOOR 12q5 9BTOTAI- IE EV/TIONS) 67ARAII 458 PORCH LANAI q3 31. - ----- ---� cn a4. PORCH ,AIL, .SLE EL EVA110N. 35. 36"x36" GONGRE-1E STOOP: 36, ()x8 BEAM. www.bsbdesign.corn 51. OPTIONAL UPPER CABINETS, 100 Main St. Suite 209 38. OPTIONAL GABINEI5.Safety Harbor, Florida 34695 3°i. OPTIONAL COFFERED CEILING (A5 NOTED PER 813 265 4803 r Floor Plan PLAN) 40. LINE OF FRAMING ABOVE. O 21 4' 8' _- - 41. LINE OF FRAMING YIIALL BELON. JOB NO: 02J14020 PROJ MGR: JF 42. 2X4 LON, WALL 42"A.F.F. DRAWN: ST CHECKED: 211Elm= 1/4" = 1'-0" AT 22x34 43. 2X6 LON WALL 42" A.F.F. FLOOR PLAN I/8" = I' -O" AT IIxl7 44. 36"F}; OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES 5EE GENERAL NOTES WILLOW - LEFT ON TITLE 5HEEr d DETAILS. 46. I8" X 36" X 2 ART NICHE GOMMONNALL (L 4-7. HORIZONTAL LAUNDRY CHUTE4b. LON NALot 77 1 4q. 6YP5MLBOARD ARCH 0 6'-0" TO 8'-6" willow v Plan 2059radifiom-mW 1050. LON HALL 32�" A.F.F. 51. 30" A.F.F. GOUNTER H/ DIAGONAL 5UPPORTS1 mum W L Il HALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB, SANFORU ELEVAt ✓IONS). 2q. GYP5 ,1 BOARD ; �RGH (5EE INTERIOR IE EV/TIONS) 30. GYP5UM BOARD LON NALL, 3b" A.F.F. (U.N.0) N/ MDF CAP. 31. SO} FIT, PI TO EXTERIOR ELEVATIONS FOR HEIGHTS 4 ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATIONS. 33. I {t1L F 1,ALL 1+/ 1�!0� GAP U�: o rIONAL LoN BSB MILL NI rH RAILING ABOVE. nrc1Gld ----- ---� cn a4. PORCH ,AIL, .SLE EL EVA110N. 35. 36"x36" GONGRE-1E STOOP: 36, ()x8 BEAM. www.bsbdesign.corn 51. OPTIONAL UPPER CABINETS, 100 Main St. Suite 209 38. OPTIONAL GABINEI5.Safety Harbor, Florida 34695 3°i. OPTIONAL COFFERED CEILING (A5 NOTED PER 813 265 4803 r Floor Plan PLAN) 40. LINE OF FRAMING ABOVE. O 21 4' 8' _- - 41. LINE OF FRAMING YIIALL BELON. JOB NO: 02J14020 PROJ MGR: JF 42. 2X4 LON, WALL 42"A.F.F. DRAWN: ST CHECKED: 211Elm= 1/4" = 1'-0" AT 22x34 43. 2X6 LON WALL 42" A.F.F. FLOOR PLAN I/8" = I' -O" AT IIxl7 44. 36"F}; OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES 5EE GENERAL NOTES WILLOW - LEFT ON TITLE 5HEEr d DETAILS. 46. I8" X 36" X 2 ART NICHE GOMMONNALL (L 4-7. HORIZONTAL LAUNDRY CHUTE4b. LON NALot 77 1 4q. 6YP5MLBOARD ARCH 0 6'-0" TO 8'-6" willow v Plan 2059radifiom-mW 1050. LON HALL 32�" A.F.F. 51. 30" A.F.F. GOUNTER H/ DIAGONAL 5UPPORTS1 mum W L Il HALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB, SANFORU I l MINIM ..111 J1 e. I�Ir. "711 • 111 111 111 SII I cL a 6:12 SLOPE ❑ II I n LOT 77 LOT 76 ' I WILLOW - L REDWOOD - L iEVATION = +0'-0" L ELEVATION = +O' -O" LOT 75 REDWOOD - L ELEVATION = +0'-0" cL cL (9: 12 SLOPE NINE son so son LEI LOT 72 LOT 71 LOT 70 q. cL rt cL q I LOT 70 LOT 71 WILLOW - R �f REDWOOD - R ELEVATION = +0'-0` ELEVATION = +O U LOT 72 ? I. REDWOOD - R 1. cL cL ELEVATION = +0'-0" LOT 75 REDWOOD - L cL ELEVATION = +0'-0" LOT 76 REDWOOD - L ELEVATION = +O' -O" LOT 77 WILLOW - L ELEVATION = +O' -O" H.H. �t- a- Traditional Elevat,i.91 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWINGS, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES, CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.1 5Q. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER LATE THAN 44" ABOVE FLOUR. G. TYPICAL WINDOW HEAD HEIGHT: T 8'-O" A.F.F q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO _00 RELOCATION DUE TO FIELD CONDITIONS; LATE CONTRACTOR TO VERIFY. H.H. F. HVAC: PROVIDE BACK DRAFT DAMPERS ®DRYER VENT, HOOD VENT, 4 E',HAU5T PANS. 6. GEMENTITIOU5 FIN15H ° INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, _00 U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION R # THE FOLLOWING KEYNOTES REFERENCE THE c SANFORa I?Ti��C,` 4 I. ASPHALT ROOF SHINGLES. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 7. 2"X I" PROJEGTEU TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10, 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. "THIN SET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DEGORA'fIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 51 IOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SI IOWN) 23. 18"X72" SHUTTER (ARCH TOP INHERE SHOWN) 24. DECORATIVE LOUVER (ARCH "TOP WHERE SHOWN) 25, 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 2-1, 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31, I/2" PAINTED REPEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN I/2" HARDI FINISH (FINISHED SIZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38, 4"XI" PROJECTED KEYSTONE 3q, 6" GEMENT SIDING A5 SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER 16 ILD #J15-765 915- 7 72 \' d i Q Q �zw � LOT 75 REDWOOD - L cL ELEVATION = +0'-0" LOT 76 REDWOOD - L ELEVATION = +O' -O" LOT 77 WILLOW - L ELEVATION = +O' -O" H.H. �t- a- Traditional Elevat,i.91 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWINGS, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES, CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.1 5Q. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER LATE THAN 44" ABOVE FLOUR. G. TYPICAL WINDOW HEAD HEIGHT: T 8'-O" A.F.F q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO _00 RELOCATION DUE TO FIELD CONDITIONS; LATE CONTRACTOR TO VERIFY. H.H. F. HVAC: PROVIDE BACK DRAFT DAMPERS ®DRYER VENT, HOOD VENT, 4 E',HAU5T PANS. 6. GEMENTITIOU5 FIN15H ° INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, _00 U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION R # THE FOLLOWING KEYNOTES REFERENCE THE c SANFORa I?Ti��C,` 4 I. ASPHALT ROOF SHINGLES. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 7. 2"X I" PROJEGTEU TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10, 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. "THIN SET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DEGORA'fIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 51 IOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SI IOWN) 23. 18"X72" SHUTTER (ARCH TOP INHERE SHOWN) 24. DECORATIVE LOUVER (ARCH "TOP WHERE SHOWN) 25, 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 2-1, 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31, I/2" PAINTED REPEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN I/2" HARDI FINISH (FINISHED SIZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38, 4"XI" PROJECTED KEYSTONE 3q, 6" GEMENT SIDING A5 SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER 16 ILD #J15-765 915- 7 72 \' d Q Q �zw � O f �o ow% C) z 0 w LOU 3' � CC W LU p �a O O N v 12 A 04z NN ' a W 0 Cc O �d y y aN H a N O C� N c- co0 � O !S7 : n . BSL).z 3 DESIGN www.bsbdesign.COrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02,114020 PROJ MGR: JF DRAWN: ST, SR CHECKED: JF EXTERIOR ELEVATIONS LOT 70-77 I LOT 70 WILLOW a R ELEVATION = +0'-O" Hight O 4' 16' 1'-0" AT 2204 1'-0" AT Ilxll 0 LOT 77 WILLOW - L ELEVATION = +0'-O" Left Elevatiup,&n- 0 4' 8' 16' 1'-0" AT 2204 1'-0" AT Ilxll 15-765 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYFIGAL ROOF GONSTRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PE05) OVER ROOF 5HEATHING AND ROOF FRAMING PER STRUGTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION, FIN15H FLOORING ON 3/4" 'TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUGTURAL DRANINGS. G. 5LAB ON GRADE FLOOR GONSTRUGTION• MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER, REFER TO STRUCTURAL ENGINEERING DRANIN65, TYP. NINDONS: A. ALL NINDONS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL NINDON HEAD HEIGHT: 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) l' -O" A.F.F @ 8'4" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FIN15H INSTALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHEPA15E NOTED. EXTERIOR ELEVATION LEGEND O i # THE FOLLONING KEYNOTES REFERENCE THE 4 I. ASPHALT ROOF SHINGLES. V) p 41 1s� 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8, 4"X I" PROJECTED TRIM BAND q. 6"X P PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11, 12"X I" PROJECTED TRIM BAND 12, 6" FRIEZE BAND 13, 51MULATED STONE VENEER. 14. SIMULATED STONE 51LL GAP 15. THIN 5ET BRICK SOLDIER HEADER. I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED HOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE SHONN) 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHONN) 23. 18"X12" SHUTTER (ARCH TOP WHERE SHONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHONN) 25. 36" HIGH PONDER COATED ALUMINUM mIn ¢m� RAILING. 26. DEGORATIVE PONDER GOATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL O U) SURROUND 30. 8" DIAMETER FAUX CLAY PIPES.' 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15H _ (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMNS). 35, 12"XI" PROJECTED KEY5TONE 3(b. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 51DIN6 A5 SPEGIFIED BY j BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE SHUTTER �vlLwo 0 SANFORD 1 772 %1 BsB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4803 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: JF 51DE ELEVATIONS LOT 70-77 O i O t ode ��e)vil6©fi e�cy� .� � V) p 41 q. ,Q. 1 a 0 to 7yyJ� Q F v a ul C-0 �o¢ Q cn mIn ¢m� z ®Lo Q) O U) AL1., z� Llj w j F_ < <j- V' - i -n cl Lm U) o t o BsB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4803 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: JF 51DE ELEVATIONS LOT 70-77 O i O t ode ��e)vil6©fi e�cy� .� � q. ,Q. 1 a 0 to 7yyJ� Q F BsB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4803 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: JF 51DE ELEVATIONS LOT 70-77 O O ,Q. Q F C-0 ®Lo Q) AL1., BsB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4803 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: JF 51DE ELEVATIONS LOT 70-77 i c0 UPPER F WDW H.I- UPPER f MAIN PL MAIN FL UPPER PLA WDW H.H. i�ront hievation- 0 2' 4' 8' IN 1 I/4" = 1'-0" AT 2204 I/8" = I' -O" AT IlxIl Mill as a r a a r a a a a a aw Ma#., . ♦� 6.. -J�� eo r - ■ ■ r 12 21 b r ■ e FRONT 51DE i eo ♦'t `r a+raaaaaaawwaaaaarrr ###* eo 0 6:12 SLOPE E u 12 UPPER FLOOR 6 MAIN PLATE 4 . WDW H.H. (TYP.) 8 e . eo ' oo® • o a a a a aararaaamamaawaaRrq NT GUT 4x4 0 ■ ■ ■ j4X4IIX(?; ■ ■ ■ I 1 Ixb 0 FRONT SIDE ip aaaaaaaaaaaawmraaaasr®°• °yeMraaararraraaaaaaae�®e bit -J o s 1 a 1 ■ a FRONT SIDE ei e�p.0 as a® a a a a a a a a a a ea�p♦ 12 6 6:12 SLOPE El 4 12 12 6� ab 0 ® •. A ®0 4:12 SLOPE i MAIN FLOOR �r- UPPER PLATE WDW 11.11. Q A fPLA12 MAIN MAIN FLOOR 6:12 SLOPE 6:12 SLOPE 12 6 6:12 SLOPE 12 6 1:1 Ll vt 0 vation Rear Ele O 2' 4' 8' IN I/4" = I'-0" AT 220 4 POINT GUT - °.prswawarrrraaaaaa®aaasaaaa®4®e. 12 s• I' 6 o e 6 � 6x6 1 ■ - e 9 ■ ■ e ■ r r r e - Ix8 i ■ o ■ w ■ 6x6 12 ■ ■ ■ ■ ■ a 6 j Ixb I'-4" A FRONT SIDE °Ae 3 ®1 ° �Mmaaaaaaawaaaaoaaaaaaaaaawoo 3 °®♦ 1° ° SII °♦ ♦ °♦ ' •r ■ O 2' 4' 8' - 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT Ilxl"1 ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (51YLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE d GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 AS NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENG- INEERIN6 DRAWING5, TYP. WINDOW5- A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 511-1- HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIC7HT: V -O" AFF @ q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT i METERS ARE SUBJEGT TO RELOGATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, i EXHAUST FANS. 6. GEMENTITIOUS FIN15H INSTALL PER LOCAL GODS. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGS OF GMU OR 5TUD5 UNLE55 OTHERWI5E NUTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 O-FHEM15E NOTED. EXTERIOR ELEVATION LEGEND B THE FOLLOWING KEYNOTES REFERENGE THE I. ASPHALT ROOF SHINGLES. `'�.,• 4 3. IX6 ALUMINUM WRAPPED FA561A 4, IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6, PROJEGTED GEMENT PLASTER FINISH. l 2"X I" PROJECTED TRIM BAND 8, 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND II. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER, I6. DEGORATIVE TRIM PER PROFILE Il. DEGORATIVE GORBEL PER PROFILE 18. DEGORATIVE BRAGKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE 5HOWN) 23. 18"X12" SHUTTER (ARCH TOP WHERE SHOWN) 24. DEGORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25, 36" H16H POWDER GOATED ALUMINUM RAILIN6. 26. DECORATIVE POWDER GOATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. IS" DIAMETER MEDALLION 2q, 12"X12" TILE INLAY W/ QUATREFOIL SURROUND 30, 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DEGORATIVE SHUTTER 33. 12"X 36" DEGORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED SIZE A5 NOTED, REFERENGE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 6"XI" PROJEGTED KEYSTONE 31. 6"XI" PROJEGTED KEYSTONE 38. 4"XI" PROJEGTED KEYSTONE 3q. 6" GEMENT 51DIN6 AS 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X (20 DECORATIVE SHUTTER - .- C) =ZH Lo U) O 661 W aha F-• 0 g ® a" uj U) i_ 40 tin R i e i ' ' k tl j mom Mr "a i C"a CV II Cly � C� Ili cz CSV C3� oo CCS � 0 w _� -c- Lo CB 0 n f .11 all all rM I BSBt DESIGN I www.bsbdosign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION WILLOW - R16HT Lot 70 T na Irl i t iIL AV 'r% t Willow Plan 2059 3n 1 31.E 6:12 5LOPE ❑I 6:12 SLOPE MI 12 6 ffa�aaey�rd®®®�®®gwwnmwm>i° POINT GUT 4x4 1 ■ ■ I■ � ■ ■ r Ixb ; i 4x4 r Ix6 fofffsffff FRONT 51PE +v f ffff 0 °Idme�rr�®®srsam�arn�a■wff• 4 12 12 v . �6 3 12 PPER PLATE NDN H.H. 1 O 2' 4' 8' I/4" = 1'-0" AT 2204 /8" 1'-0" AT IIxl1 r - UPPER FLOOR MAIN PLATE WN H.H. MAIN FLOOR 6:12 SLOPE al ' 3 (TYP) ] A 3:12 N]LOPE ' II :3:12 SLOPE 8 q ' UPPER PLATE WDW H.H. C r UPPER FLOOR MAIN PLATE v - I O MAIN FLOOR 1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5 rRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWI NG5. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LA13 OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5, GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.150. FT, WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTI I; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPICAL WINDOW HEAD HEIGHT: V -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F o 8'-I" PLATT~ HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY, F. HVAC: PROVIDE BAGK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, $ EXHAUST FANS. G. GEMENTITIOUS FIN15H INSTALL PER LOGAL GODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND �#THE FOLLOWING KEYNOTES REFERENCE THE I. ASPHALT ROOF 5HINGLES. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6, PROJECTED GEMENT PLASTER FINISH. -1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND II. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER, 16, DECORATIVE TRIM PER PROFILE 11, DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRAGKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARG1I TOP WHERE SHOWN) 23. 18"X12" SHUTTER (ARCH TOP WHERE 5110WN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HIGH POWDER GOATED ALUMINUM RAILING, 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33, 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X (90" DECORATIVE SHUTTER mr Is ;;04 Traditional Eltevoati(s) % A- , n ��'tF�TP�IE�C V nn it �Z� r 6:12 SLOPE MI 12 6 ffa�aaey�rd®®®�®®gwwnmwm>i° POINT GUT 4x4 1 ■ ■ I■ � ■ ■ r Ixb ; i 4x4 r Ix6 fofffsffff FRONT 51PE +v f ffff 0 °Idme�rr�®®srsam�arn�a■wff• 4 12 12 v . �6 3 12 PPER PLATE NDN H.H. 1 O 2' 4' 8' I/4" = 1'-0" AT 2204 /8" 1'-0" AT IIxl1 r - UPPER FLOOR MAIN PLATE WN H.H. MAIN FLOOR 6:12 SLOPE al ' 3 (TYP) ] A 3:12 N]LOPE ' II :3:12 SLOPE 8 q ' UPPER PLATE WDW H.H. C r UPPER FLOOR MAIN PLATE v - I O MAIN FLOOR 1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5 rRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWI NG5. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LA13 OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5, GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.150. FT, WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTI I; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPICAL WINDOW HEAD HEIGHT: V -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F o 8'-I" PLATT~ HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY, F. HVAC: PROVIDE BAGK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, $ EXHAUST FANS. G. GEMENTITIOUS FIN15H INSTALL PER LOGAL GODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND �#THE FOLLOWING KEYNOTES REFERENCE THE I. ASPHALT ROOF 5HINGLES. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6, PROJECTED GEMENT PLASTER FINISH. -1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND II. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER, 16, DECORATIVE TRIM PER PROFILE 11, DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRAGKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARG1I TOP WHERE SHOWN) 23. 18"X12" SHUTTER (ARCH TOP WHERE 5110WN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HIGH POWDER GOATED ALUMINUM RAILING, 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33, 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X (90" DECORATIVE SHUTTER mr Is ;;04 Traditional Eltevoati(s) % A- , n ��'tF�TP�IE�C V �Z� r Lacy 04 � a a) a o C) cn` z 0 N� ooJ LU > Lu ~ 3 z 6J¢ X� LU 91 (D e� I � P��j y- M , 091: A, � / "����,®'a��� � !�/fir � Sys " va 0,90 060 �®�+Df+ fik f CIZ �.d ' �, �✓: cam. �f141®0419 C1� W ��� 0 4 .uw.Fl a d N co r O LO J N � c- �-- G7 oo AMEN Z5 0 .. �-. LO CU xN BSVoil A aS DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- 3` K , �rr+r®arrrrrrrrrrrrrrr�g` 6' a° POINT GUT 4x4 e i I I ® o r r r r 6:12 SLOPE I a , ❑ r - Ixb r r 4x4 r r Ixb k 010 FRONT ; FRONT 51DE 0� INN rresrrrrrrrrme®�• Front ElEwdandion- 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 IN I/8" = 1'-0" AT IIxI1 PLATE iDN H.H O r - FLOOR PLATE FLOOR 6:12 SLOPE [ ❑I r Elevatiouloftl O 2' 4'NNW 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 (TYP) I 0 I 3:12 SLOPE UPPER PLATE NDN H.H. C r UPPER FLOOR MAIN PLATE WPW H.H. MAIN FLOOR � TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER STRUGTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JO15T5 A5 NOTED ON STRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUGTURAL ENGINEERING DRANIN65, TYP. WINDOWS: A. ALL VWINDONS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOMS TO HAVE A GLEAR E6RE55 OPENING OF 5.1 5Q. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 8'-1" PLATE HE16HT (U.N.O.) E. ELECTRICAL ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOUS FINISH INSTALL PER LOCAL GORE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. EXTERIOR ELEVATION LEGEND # THE FOLLOWING KEYNOTES REFERENG�"THE,;,,A I. ASPHALT ROOF 51-1I116LE5. 3. 1X6 ALUMINUM NRAPPED FASCIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II, 12"X I" PROJECTED TRIM BAND 12, 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. 51MULATED STONE 51LL GAP 15. THIN 5ET BRICK SOLDIER HEADER. I6. DEGORATIVE TRIM PER PROFILE 17, DECORATIVE GORBEL PER PROFILE 18. DECORATIVE BRAGKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE SHONN) 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOVWN) 23. 18"X12" SHUTTER (ARCH TOP WHERE SHONN) 24. DEGORATIVE LOUVER (ARCH TOP WHERE SHONN) 25. 36"H16H POWDER COATED ALUMINUM RAILING, 26, DECORATIVE PONDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 26. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ G2UATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32, 12"X 48" DECORATIVE SHUTTER 33, 12"X 36" DEGORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARD[ FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLAN5 FOR LOAD BEARIN6 GOLUMNS), 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 37, 6"XI" PROJEGTED KEYSTONE 38, 4"XI" PROJECTED KEYSTONE 3q, 6" GEMENT 51DIN6 A5 SPEGIFIED BY BUILDER 40. SHAKE 511DIN6 41. 12"X 60" DECORATIVE SHUTTER 0.15-765 # 15-772 A.! d- W BZW T'• Q ZF(wwa L J z Yr'8 4-1 N it N a ° L LL v"z O tl.l m C' ' LL� s� z a �Oa °S w �- n Kin a I -y 3 © - 2 LU ww Tj I q111111 �iDv D X00 ik �04, W W' LIM mr O Com! QJ r g) O -J C`J - M � J � IL a 0 o LQr B " s I " )h DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- W z Yr'8 4-1 N it N a UPPER P NDN H.H. a� U r -- UPPER F MAIN PL 17, NDN H.H MAIN FL ' I ° Srmtmm m ON mmmmmm m mm m am= -RM* ♦ I ♦ I -I s �I 6:12 5LOPE POINT GUT --4x4 1 p r ■ r e ■ e - e Ix6 i r e 4x4 a ■ - Ix(b IT 51PE Mam#°♦#° mmrmmmmmmmmmmm® ®♦°o.yAymmmmmmmma�mmmmrmrrmv♦®O wr eK2[-� ■ ee a ■ e e 1 11-211 1" p q e ■ r e - r ■ r e e ! GOLUMN DETAIL � o♦•®rmmmamorNow rrramrmoo o♦• I v- a - c d UPPER PLATE WN H.H. - I 01 6:12 5LOPE I .0 I I -FrontI evt i I i I D 2' 4' 8' , 1/4" = 1'-0" AT 22x34 REM 1/8" = 1'-0" AT INN Rear Bevation D 2' 4' Pte' 1/4" = 1'-0" AT 2204 I/8" = I'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6,LE OR GONGRETE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. HI NDOV45: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL SEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150, FT. WITH MIN, DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F @ q'-4" PLATE HE16HT (U.N.0) -1'-0" A.F.F © 8'-I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5U13JEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FINISH , INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEEN® # THE FOLLOWING KEYNOTE5 REFERENGE THE I. ASPHALT ROOF SHINGLES.; _ 4 FE1(rT . 3. 1 r ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13, 51MULATED 5TONE VENEER. _ 14. 51MULATED 5TONE 51LL GAP 15. THIN 5ET BRIGK 5OLDIER HEADER. I6. DEGORATIVE TRIM PER PROFILE 11. DECORATIVE GORBEL PER PROFILE 18. DECORATIVE BRAGKET PER PROFILE Iq, 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARGH TOP WHERE 5HONN) 23. 18"X12" 5HUTTER (ARCH TOP NHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" HIGH PONDER COATED ALUMINUM RAILING. 26. DEGORATIVE POWDER GOATED ALUMINUM 6RILLE. 2-1. 8"X8" MEDALLION - 26. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DEGORATIVE SHUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED SIZE A5 NOTED, REFERENCE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35, 12"XI" PROJECTED KEYSTONE 36. 6"XI" PROJECTED KEY5TONE 31. 6"XI" PROJEGTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT 51DING A5 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X (90 DEGORATIVE SHUTTER Traditioncal eul�n, 5'�11FgkD U) z 0 w 7 IN ®r io LLDE I I -FrontI evt i I i I D 2' 4' 8' , 1/4" = 1'-0" AT 22x34 REM 1/8" = 1'-0" AT INN Rear Bevation D 2' 4' Pte' 1/4" = 1'-0" AT 2204 I/8" = I'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6,LE OR GONGRETE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. HI NDOV45: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL SEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150, FT. WITH MIN, DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F @ q'-4" PLATE HE16HT (U.N.0) -1'-0" A.F.F © 8'-I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5U13JEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FINISH , INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEEN® # THE FOLLOWING KEYNOTE5 REFERENGE THE I. ASPHALT ROOF SHINGLES.; _ 4 FE1(rT . 3. 1 r ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13, 51MULATED 5TONE VENEER. _ 14. 51MULATED 5TONE 51LL GAP 15. THIN 5ET BRIGK 5OLDIER HEADER. I6. DEGORATIVE TRIM PER PROFILE 11. DECORATIVE GORBEL PER PROFILE 18. DECORATIVE BRAGKET PER PROFILE Iq, 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARGH TOP WHERE 5HONN) 23. 18"X12" 5HUTTER (ARCH TOP NHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" HIGH PONDER COATED ALUMINUM RAILING. 26. DEGORATIVE POWDER GOATED ALUMINUM 6RILLE. 2-1. 8"X8" MEDALLION - 26. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DEGORATIVE SHUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED SIZE A5 NOTED, REFERENCE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35, 12"XI" PROJECTED KEYSTONE 36. 6"XI" PROJECTED KEY5TONE 31. 6"XI" PROJEGTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT 51DING A5 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X (90 DEGORATIVE SHUTTER Traditioncal eul�n, 5'�11FgkD U) z 0 w 7 IN ®r io ,o %m a cv a q) LO � tN9 9 H CD o 2E D - www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: EXTERIOR ELEVATIONS TRADITIONAL ELEVATION BIRCH - LEFT Lot 73 Birch W Plan 1832 ♦PperrNNW rrrrrrrrssrrrai iii I ♦->�rreerrrrrrrr,rrr®mi.® ♦ u u r9 POINT GUT- lk 4x4 6:12 5LOPE �I I II ■ r s r i~pillcn e e I ■ ■ a `fl s 4 ■ Ix6 r I I * ■ 4x4 e} 12 �o FRONT 51DE ♦i 12 I e•imrrrrearr>isn�i o,rremmT�♦ ■ ■ ee ■ ■ Ix6 I -O e ee � 6 ■ 12 FRONT 510E 9 ee®♦ ■ ■ ♦ I i 3 e '®bmrrrrrrr®99irrr9isinri7oi'��• 6 ■ �e4 0 all 0♦ ■ 12 ■ p _ PPER PLATE a w 1 WN H.H. ■ FF�p u 2' a cT r O ■ 6) 34 q r ■ ■ ■ ■ 12"A2" ■ -0„ 10 ® r UPPER FLOOR i ■ r - q - ■ I 12 I e Yaenrrrrrrrrrrr� q - w _ i % •�� MAIN PLATE e -7 eLl11 WN H.H. • ei�oe ! GOON DETAIL ! q 'Deli i® r r r r r r r r r r r r a a aiii0 • r-1 F11 I it r I � 1 Front Elevation O 2' 4' 8' 1/4" 1'-0" AT 2204 1/8" = 1'-0" AT IIxl1 FLOOR _ 1 ts- d- 1 o- - UPPER PLATE WDW H.H. _ UPPER FLOOR MAIN PLATE MAIN FLOOR L:luI 6:12 5LOPE MI u. 12 SLOPE O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/b" = 1'-0" AT IIxl1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS, G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LA13 OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING I)RAWIN65, TYP. WINDOWS: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL 13EDROOM5 TO HAVE A GLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ b' -I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITIONS; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. G. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL GORE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.D. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5 iUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE61REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND # THE FOLLOWING KEYNOTES REFS GE THE 4 I. ASPHALT ROOF 5HINGLE5. 4 , 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11. I2"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND -13. 51MULATED STONE VENEER. 14. 51MULATED 5TONE SILL GAP THIN SET BRICK 5OLDIER HEADER, I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE Ib. DECORATIVE BRACKET PER PROFILE Iq. b" 51MULATED WOOD HEADER 20. 18"X4b" 5HUTTER (ARCH TOP WHERE 5HOWN), 21. 24" X 46" 5HUTTER 22. I8"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) 23. I8"X12" SHUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HOWN) 25, 36" HI6H POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER GOATED ALUMINUM - _ GRILLE. 21 8"Xb" MEDALLION 25. Ib" DIAMETER MEDALLION 2q. I2"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. b" DIAMETER FAUX GLAY PIPE5. 31, 1/2" PAINTED REVEAL 32. I2"X 48" DECORATIVE SHUTTER 33. I2"X 36" DECORATIVE 5HUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15FI (FINISHED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. b"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT 5IDING A5 5PE6IFIED BY BUILDER 40. 5HAKE 5I1)IN6 41. I2"X 60" DECORATIVE 5HUTTER ,SAN, -ORD 7 6 el `� y rs ,►j d a ffiffim� (z)N z T- � N co I�-- CD CY) J N N � Lj- O C) a cn O �N `1- 0 o rl " oma o� w vi Q a � � •�!' Ili >n ih � U pQ LU O a - Bio 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION BIRGH - RIGHT Lot 74 Birch - Plan 1 332 a ffiffim� (z)N � N co I�-- CD CY) J N N � Lj- O O C) rl C: .0 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION BIRGH - RIGHT Lot 74 Birch - Plan 1 332 1 'wr,rrrrmmmmmrrrrrrmmrmry,' I POINT GUT 4x4 e e � e j 4x4e Ix6 ; e e s � s . e Ix6 r FRONT SIDE � •®tea ®**Imimrrrermonamaamarmmeoo* i IPJ ®O/� 4 12 12 UPPER PLA WDW H.H. W r, UPPER FLOOR MAIN PLATE WDW H.H. MAIN FLOOR M 6:12 5LOPl 3 UPPER PLATE WDW H.H. O r -- UPPER FLOOR MAIN PLATE WN H.H. I a MAIN FLOOR j (TYP) 2 SLOPE M 6:12 SLOPE L] a 3:12 SLOPE i a , I Rear Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IlxI-1 ASSEMBLIES. A. TYPIGAL ROOF CONSTRUCTION. SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL, B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON 5TRUCTURAL DRAWI NG5. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP, WINDUW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 53 50, FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F 9 8'-1" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.U. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHEM15E NOTED. EXTERIOR ELEVATION LEGEND It THE FOLLOWING KEYNOTES REFF-RENGE THE �" A�5.4`~ I. ��JIIL 2-^ML�"FAL^ROZ�FIiQ�. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. L] a 3:12 SLOPE i a , I Rear Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IlxI-1 ASSEMBLIES. A. TYPIGAL ROOF CONSTRUCTION. SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL, B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON 5TRUCTURAL DRAWI NG5. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP, WINDUW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 53 50, FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F 9 8'-1" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.U. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHEM15E NOTED. EXTERIOR ELEVATION LEGEND It THE FOLLOWING KEYNOTES REFF-RENGE THE �" A�5.4`~ I. ASPHALT ROOF SHINGLE4 2-^ML�"FAL^ROZ�FIiQ�. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJECTED TRIM BAND 8, 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. 51MULATED STONE 51LL GAP 15. THIN SET BRICK SOLDIER HEADER, I6. DECORATIVE TRIM PER PROFILE 11. DEGORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. IS"X48" SHUTTER (ARCH TOP WHERE 5HOWN), 21. 24" X 48" SHUTTER 22, 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 18X72" SHUTTER (ARCH TOP WHERE 5HOWN) 24, DECORATIVE LOUVER (ARCH TOP Wi-IERE SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 26, DEGORATIVE POWDER COATED ALUMINUM GRILLE, 27 8"X8" MEDALLION 28. 16" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DEGORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 5-1. 111 PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 51DINO AS SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER Traditional Eleviatioln FUO Tj r, �� �,���p91�9�3�9Jd,�✓� gg. . h bay �V��O ,p V', �t9 NJ°' y�'� '�✓ Y�'i b yn U . �l e 4V ry�yy 4fl1jaMi y,�4 0•'y0 • w.'�P, �'�ii9,��?'�,ye�se�'a✓ "�"" w� ALM LM CD CD CDN LM C:) LO J N C37 co N Ct3 r 11 CJ CU� � d � -C3 t--- - r IL 4 BSUw 4 J .51 DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: - EXTERIOR ELEVATIONS "TRADITIONAL ELEVATION REDWOOD - LEFT Lot 75 Redwood - Flan 1943 �" a �H 04 HLW V jip R L OZ Q �V ; LO C) �qLL Cw z O 4 O�z W L ��LL] Tj r, �� �,���p91�9�3�9Jd,�✓� gg. . h bay �V��O ,p V', �t9 NJ°' y�'� '�✓ Y�'i b yn U . �l e 4V ry�yy 4fl1jaMi y,�4 0•'y0 • w.'�P, �'�ii9,��?'�,ye�se�'a✓ "�"" w� ALM LM CD CD CDN LM C:) LO J N C37 co N Ct3 r 11 CJ CU� � d � -C3 t--- - r IL 4 BSUw 4 J .51 DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: - EXTERIOR ELEVATIONS "TRADITIONAL ELEVATION REDWOOD - LEFT Lot 75 Redwood - Flan 1943 I .epasaa®®vaaaamaoms®s So a I_I" 0+ POINT GUT- 4,,4 e 9 i e ■ e � - e ■ Ix6 r 4x4 ■ ® e Ix6 FRONT SIDE �"®aa4a®aa � e r• 18 a®aa■ as®mm®�mmammm..m®mama® I a UPPER PLA NDN H.H_ - UPPER FLOOR MAIN PLATE WDW H.H. _ MAIN FLOOR F1 6:12 SLOPE UPPER PLATE WPW H.H. � o r -- UPPER FLOOR MAIN PLATE WDW H.H. ^ MAIN FLOOR i (TYP.) .0 [I 6:12 SLOPE 16 Rear Elevation O 2' 4' v' 1/4" = I' -O" AT 2204 I/8" = 1'-0" AT IIxl1 3 3:12 SLOP � a i [5:] ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER STRUCTURAL. 13, TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUGTURAL PRAWIN65. G. 5LAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAWIN65, TYP. WINPOW5: A. ALL WINDOW5 SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. 1?IMEN510N OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N,O) 1'-O" A.F.F 0 8'--1" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJEGT TO RELOGATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN1511 INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWI5E NOTED, M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATI®N LEGEND s, 1 FOLLOWING KEYNOTES REFER> NCE THE P#jTHE /4\ I. ASPHALTRO==HINUX. \ - - - 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1, 2"X I" PROJECTED TRIM BAND S. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER, 14. SIMULATED STONE SILL GAP 15. THIN SET BRIGK 50LDIER HEADER. - 16. DECORATIVE TRIM PER PROFILE 11, DECORATIVE GORBEL PER PROFILE - - Ib. DECORATIVE BRACKET PER PROFILE Iq. W SIMULATED WOOD HEADER 20, 18"X48" SHUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 4b" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 16"X12" SHUTTER (ARCH TOP WHERE SHOWN) 24. DEGORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" [116H POWDER GOATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM 6RILLE. 21. 8"X8" MEDALLION 26. Ib" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX GLAY PIPES. 31. 1/2" PAINTED REVEAL 32, 12"X 4b" DEGORATIVE SHUTTER 33. 12"X 36" DEGORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15H _ w 0 (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8" XI" PROJECTED KEYSTONE 31. 6"A" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 51DIN6 A5 5PEGIFIEP DY BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE SHUTTER r 15-'/65 1 5 -772 \; C a 0, LL ,g,Y�,�1S1a3�11,�6gi! j- z 41 w W A+, � ��.� rye: ', ~ W p LO z W _ w 0 U ,p E,. w VZ W 5 a L1J Nao _ n C 0, ,g,Y�,�1S1a3�11,�6gi! j- z 41 w W A+, � ��.� rye: ', ~ W LM LM 0 ENOWN C7 C7 N V) CU O Lb O -q1 Coy cf) CD `-L- O 4� 7 O Vq � FM 5 - ma MEMO BSU DESIGN www.bsbdesigii.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION REDWOOD - LEFT Lot 76 Redwood - Plan 1943 3.1 '1610aamamaaagrrrraaelrrr a., '111v s POINT GUT 4x4 + 12 It r ® ®ra ■ �i Ix6 A ''•.O e - r i4x4 r tea' 9 ; 6:12 SLOPE '� .� 4 e � r Ix6 1'-0" ; 12 i ® 12 6 6 FRONT SIDE �■ 22 o4gawkp� a. MR . (911 ■ i- r- cn r 5 r _ - ®ajaaa ra ..r FRONT 51DE v e♦ ♦ ®wmasn®®®araaoseaeaampp a®� v♦ 76-12 LOPE F] 6:12 SLOPE Front Elevativii O 2' 4'WON I/4" = 1'-0" AT 2204 1/8" = I' -O" AT 11xI1 parrrrrrarrrrsgrrrarrarrrrrra�q s® 11-6 + POINT GUT 6x6 j r ■ ■ ■ ■ ■ ■ ■ e ■ ■ Ix8 ■ e ■ ■ ■ ® N 6X6 ■ ■ r ° 12 ■ ■ ■ Ix8 I._4.. ■ 6 1 � FRONT SIDE �'�®rrrrrrrrrwaarrrrra.ara.a�pp a e000 3 00 0 A,3 UPPER PLATE UPPER FLOOR 6:12 SLOPE MAIN PLATE MAIN FLOOR 12 6 /5\ l W DI 6:12 SLOPE 12 El O � eo�o 4:12 5LOPE oe'o 1 ooh . 16 . 00 0 r ie 12 6 i6:12 SLOPE 12 i 6 6:12 SLOPE F1 6:12 SLOPE I� lig � II Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 Ammmlmmmmmi I/6" = 1'-0" AT 11xI 1 12 �0am NO °°°para®®�Irraaa-�n6 ■ ■ 12 ■ 1J, - ■ ■ 4 ♦ FRONT SIDE 12 r0®rlr,aarrarraraaaaar.►�° 6 °o 12 e ° 000 �I 6:12 SLOPE . os ° o0 3 o PPER PLATE UPPER PLATE 12 2:111 PLATE MAIN FLOOR • .. a .• ° 8 (TYP) e. #o • ;off • ',Ll ' , 0 12 11 • o° :oo I 1 6 UPPER FLOOR 4 MAIN PLATE r r 0 2' 4'low 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIA1 5 MAIN FLOOR ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 AS, NOTED ON 5TRUGrURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G, TYPICAL WINDOW HEAD HEIGHT: 8'-O A.F.F @ q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F @ V -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL GODE, H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF GMU OR STUDS, UNLE55 OTHERWI5E NOTED, M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION moi' # THE FOLLOWING KEYNOTES RE�ERENGE THE �i z ii Q) ASPHALT ROOF SHINGLES, 3. Ix6 ALUMINUM WRAPPED FA5GIA'`" ` 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. UPPER PLATE UPPER FLOOR 6:12 SLOPE MAIN PLATE MAIN FLOOR 12 6 /5\ l W DI 6:12 SLOPE 12 El O � eo�o 4:12 5LOPE oe'o 1 ooh . 16 . 00 0 r ie 12 6 i6:12 SLOPE 12 i 6 6:12 SLOPE F1 6:12 SLOPE I� lig � II Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 Ammmlmmmmmi I/6" = 1'-0" AT 11xI 1 12 �0am NO °°°para®®�Irraaa-�n6 ■ ■ 12 ■ 1J, - ■ ■ 4 ♦ FRONT SIDE 12 r0®rlr,aarrarraraaaaar.►�° 6 °o 12 e ° 000 �I 6:12 SLOPE . os ° o0 3 o PPER PLATE UPPER PLATE 12 2:111 PLATE MAIN FLOOR • .. a .• ° 8 (TYP) e. #o • ;off • ',Ll ' , 0 12 11 • o° :oo I 1 6 UPPER FLOOR 4 MAIN PLATE r r 0 2' 4'low 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIA1 5 MAIN FLOOR ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 AS, NOTED ON 5TRUGrURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G, TYPICAL WINDOW HEAD HEIGHT: 8'-O A.F.F @ q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F @ V -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL GODE, H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF GMU OR STUDS, UNLE55 OTHERWI5E NOTED, M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION moi' # THE FOLLOWING KEYNOTES RE�ERENGE THE �i z ii q I. ASPHALT ROOF SHINGLES, 3. Ix6 ALUMINUM WRAPPED FA5GIA'`" ` 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. N 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND rn �� 13. SIMULATED STONE VENEER, 14. 51MULATED STONE 51LL GAP 15. THIN SET BRIGK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 16. DECORATIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE SHOWN). 21. 0 CD W 23. 18"X12" SHUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARGH TOP WHERE 5HOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 2(g. DECORATIVE POWDER GOATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 1,5" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER W aj !uj 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED 51ZE AS NOTED, REFERENCE 5TR)CTURAL PLANS FOR LOAD BEARING UViv 6$ S < 12"XI" PROJECTED KEYSTONE 36, 8"XI" PROJECTED KEYSTONE 51. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q 6" GEMENT SIDING AS 5PEGIFIED BY BUILDER 40. SHAKE 510IN6 41. 12"X 60" DECORATIVE SHUTTER J i�� O LEGEND # THE FOLLOWING KEYNOTES RE�ERENGE THE q I. ASPHALT ROOF SHINGLES, 3. Ix6 ALUMINUM WRAPPED FA5GIA'`" ` 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. `i. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER, 14. 51MULATED STONE 51LL GAP 15. THIN SET BRIGK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 16. DECORATIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 46" 5HUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 18"X12" SHUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARGH TOP WHERE 5HOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 2(g. DECORATIVE POWDER GOATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 1,5" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED 51ZE AS NOTED, REFERENCE 5TR)CTURAL PLANS FOR LOAD BEARING COLUMNS), 35. 12"XI" PROJECTED KEYSTONE 36, 8"XI" PROJECTED KEYSTONE 51. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q 6" GEMENT SIDING AS 5PEGIFIED BY BUILDER 40. SHAKE 510IN6 41. 12"X 60" DECORATIVE SHUTTER Traditional Elevation L FYI • 1� �•��. N d,��, reed w 2y $ m�a ova ;.: <fcM� LM LM CD CV LM E `j0 W N C37 c ~ Wbill& CD d' O ID U) L0 �- B'k S B .r � ar' :s a� DESIGN www.bsbdesign.Corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGH: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATION5 TRADITIONAL ELEVATION WILLOW - LEFT Lot 77 Willow - Plan 2059 bIRCH-Al ATTIC VENTILATION AREA 1: ATTIC AREA: 1163 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 558 SQ. IN: PROPOSED VENTILATION: 585.0 SQ. IN VENT TYPE MFR: QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 8 38.1 SQ,IN, 305.0 SQ, IN UPPER 50% ATTIC SPACE: LAMANCO -170D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 2 1 38.1 MIN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D T 0 140.0 SQ.IN. 0,0 SQ. IN BIRCH - ATTIC VENTILATION AREA 1: ATTIC AREA: 1151 SQ.FT VENT RATIO: 1130 REQUIRED VENTILATION: 552 SQ. IN PROPOSED VENTILATION: 585.0 SQ. IN VENTTYPE MFR: QUAN: AREA: TOTAL: _ LOWER 50% ATTIC SPACE: SOFFIT VENT 8 38.1 SQ.IN. 305.0 SQ, IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 MIN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SO. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 2 38.1 SQ.IN. 76,2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 0 1,10,0 SQ.IN. 0.0 SQ. IN RDD AREA 1: ATTIC AREA: 1120 SQ, FT VENT RATIO: 1/30C REQUIRED VENTILATION: 538 SQ. IN PROPOSED VENTILATION: 546,8 SQ. IN VENTTYPE.MFR: QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 7 1 38.1 SQJN. 266.8 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 140.0 SQ.IN. 280.0 SQ. IN WILLOW ATTIC VENTILATION •.l�iC�M � awaw M ��iic.�' i '�haa-�'' •+.. :kL. AREA 1: ATTIC AREA: F— 1347 SQ.FT VENT RATIO: 1/300 REQUIRED VENTILATION: 6,117 SQ, IN PROPOSED VENTILATION: 661.2 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 10 38.1 SQ.IN. 381,2 SQ. IPJ UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 140.0 SQ.IN. 280.0 SQ. IN 1'-0" TYP. A 2 1 O ua CL s, v 6:12 5LO A 4'-0" 1 4'-0" AE3 BALGONY AREA OF FIRE RESISTANT ROOF 5HEATHIN6 - NO _ PENETRATIONS ALLOWED IN THI5 AREA AREA I yio AREA I L�� 0 % z 6:12SLOPE !i 1{ iVAG BELOW HVAG Q / LN 'el 16 C 4'-0" 1 41-0" -T — g 6:I� 6:12 / /� 12 --SLOPE q 5LOF 5Lr ,A — — — ) v Lu L.11, -3� z� 3' 110 l oil LOT I7 41-011 41-11 oLOT 76 ELEVATION = +0'-0" ELEVATION _ +0'-0" 1-011 4'-0" i 4'-0" BALGONY ARI=A OF FIRE RE515TANT ROOF 5HEATHING - NO _ PENETRATION5 ALLOWED IN TH15 AREA AREA I /2\ HVAG Q 12 6:12 'E SLOPE 3 -0 LOT 76 ELEVATION = +0'-0" CL 4'-0" 4'-0" AREA OF FIRE RE515TANT ROOF SHEATHING - NO_ PENETRATION5 ALLOWED INTI -115 AREA A AREA I 1� HVAG BELOW / 4'-0" 14'-0" 612 S\ LOPE Lu 6:12 �= SLOPE 4 SLOPE I LOT 74 ELEVATION = +0'-0" 4'-O" 4'-O A AREA 2 �) / AREA OF FIRE /RESISTANT ROOF /5HEATHING - NO / PENETRATIONS —� ALLOWED INTI -115 / AREA X / Q is) AREA I Z / HVAG BELOW (9:12 SLOPE -------�— /� / \7SLOPE ua I mL — -A-.- f d� 4'-O"' 41- '-0" �- LOT 73 ELEVATION = +0'-0" 4'-0" 4'-0" I I- NOTE: ATTIC AREAS WHIG USE THE 1:300 RATIO HAVE BEEN DESIGNED SO THAT 50% OF THE REQUIRE -� VENTILATION AREA IS PROVIDED IN THE UPPER PORTION OF THE ATTIC SPACE AND � wZw 50% IN THE LOWER PORTION. 04 --- - -- -- ------ - - CF) s 6ENERAL GONTRAGTOR SHALL VERIFY THE NET FREE VENTILATION OF THE VENT PRODUCT SEL EGTED A6AIN5T TH05E NOTED ABOVE. THE REQUIRED o � VEN-rILATION SHALT_ BE MAINTAINED. PROVIDE INSUI._ATION 5TOP 5UGH THAT IN51)LATION DOES NOT 5: Obcd'FRUC,"r FREE AIR MOVEMENT" AS REOUIRED BY THE •g Ngo BUILDING OFFICIAL. s� Nao6 ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE 3 V OPENINGS BETWEEN THE AUJAGENT ATTICS IN THE -<1 ww ROOF 5HEATHING (A5 ALLOWED BY THE 5TRUG-rURAI ENGINEER) TO ALLOW PA55A6E AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPAGES SHALL BE VENTED INDEPENDENTLY TO IRC,/TBG REOUIREMENT5.' " i I p 4'-0" 4'-0" 4'--0" ! 41-011�d 4 All BALGONY / BALGONY a a / ;LOPE ; s AREA OF FIRE AREA OF FIR RESISTANT ROOF RE5I5TANT ROOF 5HEATHING - NO 5HEATHIN6 NO PENETRA r ONS / v PENETRATION ALLOWED IN THIS ALLOWED IN THIS AREA AREAI spa a - Q . N ♦ Y w / P 9 CJ's '.`b , 0 '.4 V '0 AREA I AREA 1 �4 AREA I m- ��®�p 3 �� 7 /2\ -- , 6:12 o) SLOPE 11 E )w ; Li Lu I BELOW ` HVAG BELOW HVAC BELOW 4 �� � f �' m0 Q I v0 �1 Q LLI Ca I / _j i'D6:1 NT� O I 6:12 2 I / I �_ _ 5-2 6:1� 6:12SLOPE 5L'91�' /�v) L n L L �Ir. rr 'E .SLOPE �� Lo I` — _ - - �— r:31-011 L 1151 s�:, 4'-0" ' 4'-0" 4'_O 41 _U LOT 72 LOT 71 �f--- -c--- - LOT 7 ELEVATION = +O' -O" ELEVATION = +0'-0" ELEVATION = +0'--0" u'ul i ,a u, I it BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: ROOF PLAN Tradithum-nal zILaLOT 70-77 SANFORO A3m3Bm8 ��>41 W33 X15 W.30 W 533 015 RANGE D15 D55 - Kitchen �)-r 0 m PULL. 524 !=RIDGE B24 v c Kitchen N 5530 D12 5830 ) Bath 2 SHELF ROD a O oo O WASHER/DRYER Laundry E TYPICAL CONSTRUCTION SS.- A. TYPICALROOF GONSTRUG-LION: SHINGLE OR GOWRETE TILE ROOF (5TYLE VARIE5, PER GOMMUNITY SPE65) OVER ROOF SHEATHINCa AND ROOF FRAMING PER 5TRUGTUPAL. ' - 5, TYPIGAL FRAME FLOOR'GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOG 5HEATHIN6 ON FLOOR TRU55E5 OR MIRROR FLOOR J015TS AS NOTED ON 5lRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: TT o Z w MONOLITHIC, GONGRETE SLAB OVER VAPOR LAV. LAV. BARRIER. REFER TO 5TRUGTURAL 04 o oar �Ys ENGINEERING DRAWINGS, "C'(P. o r wZ W{NDOWS:LO A. ALL WINDOW5 SHALL COMPLY WIT{-{ z `' z� cn MINIMUM 5TANDARD5 OUTLINED IN O 0 z APPLIGAI3LE RES. G}lEGKS. o 5830 5830 B. HINDOW SUPPLIER TO VERIFY AT LEAST w w � J -r ONE WINDOW IN ALL BEDROOM5 TO HAVE A a GLEAR E6RE55 OPENING OF 53 50. FT. =� wners Bath WITH MIN. DIMENSION OF 24 IN HEIGHT AND _ 4 • o a� 20 IN.WID>-H; 51LL HEIGHT NOT GREATER: to — • ww� � wog THAN 441 ABOVE FLOOR. o G. TYPICAL WiNDON HEAD (EIGHT: +3'-O" A.F.F a q'-4" PLATE HE1�vHT (U.N.o) I' -O" A.F.F @ V -I" PLATTE HE16Hi (U.N J) E. ELEGTRIGAL ALL ELE6TRiGAL AND MrGi- ANIGAL EQUIPMENT 4 METERS ARE SUBJECeT TO t�cLOGAjIOH DUE TO FIELD 6ONDITIO1,15; GONTRAGTOR TO VERIFY. r, t-IVAG: PROVIDE BArSK DRAFT DAi' PER5 @ DRYER VENT, HOOD VENT, 4 E.XHAU517 FANS. G. GEMENTITIOJ5 FINISH I145TALL PER LOCAL (,ODE, H. DIMENSIONS ARE TO THE FADE OF 5 CUD, a U.N.O. L. ALL EXTERIOR`DIMEN51ON5 ARE TO FADE OF LMU OR STUDS UNLE55 OTHERf 115E NOTED. M. ALL ANGLED PARTITION5 ARE 45' DE6REE5 � UNLE55 OTHERWI5E NOTED. >E \ cr'® a. bR 'c� > ®Ia >� �®Tao®uoob � �•i1 }1 amm CD Ali � �J CV cv) (Y)cz C� ca (D QJ U) -ice W r - 0 DESIGN www.bsbdesign.corn 100 Main St. Suite 200 Safety Harbor, Florida 34695 81.3 265 4808 JOB NO: 02J14020 PRQJ MR: JF DRAWN: ST CHECKED: Im INTERIOR ELEVATIONS ons, IntenorrElevag,'t, tit WILLOW - RIGHT U 2' 4' Lot 70 I/4 - I 0„ AT 22x.4 �ult�,� willow - Plan 2059 - c 1/,5” = 1'-0" AT 11x17 AN ®RDmmft ) rm A m A BMW Aoma^ m U U U 1 V III���1 0 0W 5836 024 0 m PULL. 524 !=RIDGE B24 v c Kitchen N 5530 D12 5830 ) Bath 2 SHELF ROD a O oo O WASHER/DRYER Laundry E TYPICAL CONSTRUCTION SS.- A. TYPICALROOF GONSTRUG-LION: SHINGLE OR GOWRETE TILE ROOF (5TYLE VARIE5, PER GOMMUNITY SPE65) OVER ROOF SHEATHINCa AND ROOF FRAMING PER 5TRUGTUPAL. ' - 5, TYPIGAL FRAME FLOOR'GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOG 5HEATHIN6 ON FLOOR TRU55E5 OR MIRROR FLOOR J015TS AS NOTED ON 5lRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: TT o Z w MONOLITHIC, GONGRETE SLAB OVER VAPOR LAV. LAV. BARRIER. REFER TO 5TRUGTURAL 04 o oar �Ys ENGINEERING DRAWINGS, "C'(P. o r wZ W{NDOWS:LO A. ALL WINDOW5 SHALL COMPLY WIT{-{ z `' z� cn MINIMUM 5TANDARD5 OUTLINED IN O 0 z APPLIGAI3LE RES. G}lEGKS. o 5830 5830 B. HINDOW SUPPLIER TO VERIFY AT LEAST w w � J -r ONE WINDOW IN ALL BEDROOM5 TO HAVE A a GLEAR E6RE55 OPENING OF 53 50. FT. =� wners Bath WITH MIN. DIMENSION OF 24 IN HEIGHT AND _ 4 • o a� 20 IN.WID>-H; 51LL HEIGHT NOT GREATER: to — • ww� � wog THAN 441 ABOVE FLOOR. o G. TYPICAL WiNDON HEAD (EIGHT: +3'-O" A.F.F a q'-4" PLATE HE1�vHT (U.N.o) I' -O" A.F.F @ V -I" PLATTE HE16Hi (U.N J) E. ELEGTRIGAL ALL ELE6TRiGAL AND MrGi- ANIGAL EQUIPMENT 4 METERS ARE SUBJECeT TO t�cLOGAjIOH DUE TO FIELD 6ONDITIO1,15; GONTRAGTOR TO VERIFY. r, t-IVAG: PROVIDE BArSK DRAFT DAi' PER5 @ DRYER VENT, HOOD VENT, 4 E.XHAU517 FANS. G. GEMENTITIOJ5 FINISH I145TALL PER LOCAL (,ODE, H. DIMENSIONS ARE TO THE FADE OF 5 CUD, a U.N.O. L. ALL EXTERIOR`DIMEN51ON5 ARE TO FADE OF LMU OR STUDS UNLE55 OTHERf 115E NOTED. M. ALL ANGLED PARTITION5 ARE 45' DE6REE5 � UNLE55 OTHERWI5E NOTED. >E \ cr'® a. bR 'c� > ®Ia >� �®Tao®uoob � �•i1 }1 amm CD Ali � �J CV cv) (Y)cz C� ca (D QJ U) -ice W r - 0 DESIGN www.bsbdesign.corn 100 Main St. Suite 200 Safety Harbor, Florida 34695 81.3 265 4808 JOB NO: 02J14020 PRQJ MR: JF DRAWN: ST CHECKED: Im INTERIOR ELEVATIONS ons, IntenorrElevag,'t, tit WILLOW - RIGHT U 2' 4' Lot 70 I/4 - I 0„ AT 22x.4 �ult�,� willow - Plan 2059 - c 1/,5” = 1'-0" AT 11x17 AN ®RDmmft ) rm A m A BMW Aoma^ m Owners try, HASHER/DR'(ER Laundry r� cv 5827 DI5 502-1 .-9Bath -9 H24 H30 H21 W24 DID TO L-311 LL:A FOYER O s� -000= -LL Yeti 024 021 RANGE D21 B24 OB itchen A\ 0 cn V51336 012 V51336 vwners Bath c a C Kitchen FULL DEPTH i _ m B24 B24 B30 FRIDGE B24 (D Kitchen FULL DEPTH TYPICAL CONSTRUCTION ASSEMBLIES. A, TYPICAL GOOF GONS f RUCTION: 5HINGLE OR GONGRETE FILE ROOT= (STYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAI_. B. TYPICAL FRAME FLOOR GONSTRUG"TION: FIN15H FLOORINz � ON 5/4" TONGUE 4 (5ROO/E FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOIST5 A5 NOTED O>> 5 T RUGTUP.P,L OR ING5, G. ?i�AD OH GRADE FLOOF GON5 fRUGTION: MONOLITHIC, G0INGRETE 5L:AU OVER VAPOR'. BARRIER. REFER TO Sfi?UGTUW`L ENGI; IEERIN�7 DR.P��ifi1G5, TYY. HINL<�NS: A. ALL NINDOHS 5HALL COMPLY HITH MINIMUM 5TANDARF)5 OUTLINED IN APPLICABLE RE5, GHEGK5. 012 012 024 FRIDGE 024 I✓. NINDOH 5UPPLIEr`'-, TO VERIFY AT LEAST ONE ' AI NDOH IN ALL BEDROOM5 TO HAVE A Kitc h GLcAR EGRESS OPENING OF �.7 SCS. FT. NiTH MIN. DIMENSION OF 24" IN HEIGH F AND 20" IN NIDTH; SILL HEIGHT NOT GREATER OPT. DESK THAN 44" ABOVE FLOOR. G. TYPIGAL HINDOJ HEAD HEIGHT. V -O" A.P.F @ q`-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F Q 8'-I" PLATE HEIG1-TF (U.N.O.) E. ELEGTRIGAL: ALL ELEGI"RIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJf GT TO RELOCATION DUE TO FIELD`GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE OAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMEN51ONS ARE TO THE FACIE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNISE NOTED. M. ALL ANrLED PARTITIONS ARE 45 DEGREES z 0LU UNLE55 OTNERHI5E NOTED. Interior Elevafflons a 2' 4' a Y �9y Qr 1/4" - 1'-0" AT 2204 L u1 7 7 7 21� �w Ne e tet. LU z'' 40 a�v�aummva�'°p cD �tia d 0 > 0 l � \ q � V Q LO 1 O _-- Q0 V (0 01W I i WiW* p"pI^Iifip^� I vl ill 4�Juh «rl ' WWIW B S B" I DESIGN l www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: INTERIOR ELEVATIONS REOHOOD - RIGHT z 0LU Y u1 � zoo LLJ 1z O a s � cn -� �w Ne e tet. LU z'' 40 a�v�aummva�'°p cD �tia d 0 > 0 l � \ q � V Q LO 1 O _-- Q0 V (0 01W I i WiW* p"pI^Iifip^� I vl ill 4�Juh «rl ' WWIW B S B" I DESIGN l www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: INTERIOR ELEVATIONS REOHOOD - RIGHT O WASHEWDRYER ELaun cv 5521 015 5132-1 Bath W24 V00 W21 W24 II TO l` FOYER - O 0 0 0 I�1 o F B24 D21 RANGE D21 B24 Khen A3 �tc - ------ V5536 012 V5B36 C cr Kitchen FULL DEPTH -I 24�IC��I Njl4''a I t II I ILJ"i= S� �I I❑ II I mom I��l u Or EE D� DO EDO D� 5E i OO S� 524 1324 1330 FRIDGE B24 ( D Kitchen A. TYPICAL ROOF GONSTRUCHON, FULL 511IN6LE OR GOI IGRETE TILE ROOF (5-IYLE DEPTH VARIES PER GOMMUNiTY 5PEG5) OVER ROOF W30 WI2 W24 W3q W24 I t II I II S� �I I❑ II I mom I��l u Or Z�"'Wml 030 012 D12 E324 FRIDGE V- rkitcnen OPT. DESK B24 SHEATHING AND POOF FRAMING PER 5 CRUGTURAL. 13. TYPICAL FRf\MI; FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATf LING ON `FLOO l RU55E5 OR FLOOR J015 -F5 A5 NOTED ON STRUGTURAL DR.AWING5. G. 5L AB ON GRADE FLOOR G0N5TRUGTION: MONOLITHIC GONGRETE 5LA5 OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAWINGS,'IYP. WINDOW5: A. ALL HINDOW5 SHALL GOMPLY WITH MINIMUM 5TANDARDS OUTLINED IN APPLIGABL E RES. GHEGK5. B. 1\IINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.150. FT. lIIITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. IYPIGAL WINDOW HEAD HEIGHT: V-0 A.E.F © q'-4" PLATE HEIGHT (U.N.0) 1'--0" A.F.F @ D'-111 PLATE HEIGHT (U.N.0) E. FLEGTRIGAL: ALL ELECTRICAL AND vmEGHANiGAL EOUIPMEN I � METERS ARE SUBJECT TO RELOGATION 0UE TO FIELD GONUITIO d5 GONTRAGTOR TO VERIr=Y. F. HVAC: PROVIDE BAGK DRAFT DAMPL R5 @ DRYER VEN i•, HOOD VENT, , ,; EXHAUST FANS. r. GEMEiITITi0U5 FINISH IN5IALL PER LOCAL.. GORE. H. DiMENSIOI`IS AF'.E "I'O'TFiE FAGS OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGS OF G� u OR 5 fUD5 U1 �L��� OTrll✓R� II�iE NOTED. ih; ALL ANGLED PARTITiON5 ARE 45 DE<�F EE -5 UNLESS OTHER!^II5E NOTED. a ��I'yy�III�'iil'� sraiiWi� �p1hil;�gp ISI msr% NJ DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF DRAVIN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - RIGHT t S� I mom O Or Z�"'Wml LO oa ..'. N-- 0 ca r- d) U- = Or) "ryqyJ co W Z3 70 co w s w3 U Uj15 U% 0 8 a ��I'yy�III�'iil'� sraiiWi� �p1hil;�gp ISI msr% NJ DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF DRAVIN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - RIGHT t S� I mom Or Z�"'Wml oa ..'. N-- 0 m r- d) = Or) "ryqyJ co L Li_ Z3 70 co a ��I'yy�III�'iil'� sraiiWi� �p1hil;�gp ISI msr% NJ DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JF DRAVIN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - RIGHT TO OWNERS ENTRY W o IAIA5HER/DRYER x Laundry W24 W24 I_ 0 m I 1324 1324 I Owners r MIRROR LAV. LAV. �v Ill L�1 IBJ SB30 51330 0 cn V5B36 DIS V5036 CNI wners tiath vKitchen ,9) TYPICAL CONSTRUCTION W G V) }R LQ 0 ASSEMBLIES. � �`"+i. A. TYPICAL ROOF CONSTRUCTION: FULL SHIN6LE OR GONGRETE TILE ROOF_(5TYLE DEPTH VARIES, PER COMMUNITY SPEG5) OVER ROOF WI5 W3q WI5 5H) ATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: 71j] FINISH FLOORIN6 ON 3/4" TONGUE 4 6ROOVE 1 FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUGTUPI L OZi f�) DRAWIN65. G. SLAB ON 6RADE FLOOR'GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR = BARRIER. REFER TO 5TRUCTURAL 0 � ENGINEERING DisA;^E!NGS, TYI'. D VIINDOW5: 0 D A. ALL WiNDOr'15 SHALL GOMPL Y WITH m MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE PE5. CHECKS. DI5 FRID6E BI5 B. WINDOW SUPPLIER TO VERIFY AT LEAST CD ONE WINDOW IN ALL BEDROOMS TO HAVE A }tea CLEAR E6RES5 OPENING OF 5.1 SO, FT. Lir VII T H MIN. DIMENSION OF 24" IN f-IEIGIIT AND 20" !N WIL>TH; 51L,L Hi=161-17 NOT 6R1 ATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEI( -HT: r3`-0" A.F.F a W-4° PLATE HE16HT (U.N.O.)' n 7'-0" A.F.F © V -l" PLATE HEIGI-IT N.N.O.) p E. ELEGTRIGAL: ALL GLEGTRIGAL AND:MEGHANIGAL F ECUIPMENT i METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINI5H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF GMU OR 5TUD5 UNLESS 0-THERWI5E NOTED. M. ALL AN6LED_PARTITION5 ARE 45 DE6R.EE5 ao UNLE55 OTHERWISE NOTED. Q _ Interior Elevations, O :21 4 g y I, I/4" - P-0" AT 2264 I/6" = 1'-0" AT IIxl7 c 5 5 7 7 2 X �a N u o 9•uq �O yLQ W G V) }R LQ 0 � �`"+i. ) 1-400990 41 1 OZi f�) LO CD z fU n p F ao Q _ 41 X �a N \4. .. u)Lm 0 O Q CV (3) CV Q; r - O 0 cu r-- �I " CN C'7 CV CO Ll 0 U In r- 0 m Jim DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS BIRCH - LEFT u o 9•uq �O yLQ }R LQ 0 � �`"+i. ) 1-400990 41 \4. .. u)Lm 0 O Q CV (3) CV Q; r - O 0 cu r-- �I " CN C'7 CV CO Ll 0 U In r- 0 m Jim DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS BIRCH - LEFT 0 ry TO OWNERS ENTRY O u I 6) Foyer� HASHER/DRYER /5\ MIRROR f LAV. LAY. ❑--I❑ [011010 SD30 5830 I,h H24 N15 N30 N15 W24 TO OWNERS - VENT Q ENTRY fl _ POO a Q II ❑ u ❑ II ❑ ❑ ❑ ❑ 1324 D15 RANGE 015 B24 (C Kitchen MIRROR LAV. LAV. -- �C70E710 Nv 0 II O V51336 DIS V51336 r Y TYPICAL C301N'STRUCTION ASSEMBLIES: _ FULL A. TYPICAL ROOD- CONS TPUGTION: DEPTH 53 016,L `E 01-Z GON"''RETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF WI5 �h3q WI5 5HEATHIi G AND ROOF FRAMING PER STRUGTUR.AL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 rvROOVE FLOOR 5HEATHIN(3 ON FLOOR TRU55E5 O.R FLOOR J015T5 A5 NOTED ON 5 TRUGTI)PAL DRAI^IING` . G. SLAB ON GRADE FLOOR EONS 1 RUGTION: - MONOLITHIC GONGRETE SLAB OVER. VAPOR BARRIER. REFER TO 5TRUCTI)PAL 0 - ENGINEERING DRAIAIING5, TYP. I � v WINDOWS: If A. ALL HINDOH5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. 015 FRIDGE BI5 U7 B. WINDOW 5UPPLIER TO VERIFY AT LEAST .1 h 1 1 ONE HINDON IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT, WITH MIN. DIMENSION OF 24" IN HEIGHT AND �m 20" IN NIDTH,• 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLUOR. G. TYPIGAL I^IINDOH HEAD HEI6-HT: S' -O" A.F.F © Vii' -4" PLATE HEIGHT (U.N.O.) 0 7'-O" A.F.F 0 S' -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 1 METER. ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAG-FUR, TO VERIFY: Lij F. HVAC: PROVIDE BAGK DRAFT DAMPER5 a DRYER VENT, HOOD VENT, d EXHAUST FANS. LLNL G. GEMENTITIOU5 FINI13H W y ------..111 INSTALL PEP, LOCAL CODE. 1-1. DiMEN510N5 ARE TO THE FAGS OF STUD, U.N.O. L. ALL EXTERIOR VIMEN51ON5 ARE FI,GE of G'N'U OR 5 I UD5 UNLEP55 OTHEP411SE NOTED. I'll. ALL. ANGLED FARTITION5:ARE 45 DE5RLE5 MILES 0I-HERNISE NOTED. I n t ri, � - El �ion ' 0 21 4.1 v I 1/4" = 1'-0" A -T 22x34 INC p p 10 z v U) Y WZ V; � v O , RNs w o U7 U �m z 0 .o 71 Lij 7 LLNL L 1- W y ------..111 Uj p p z v U) U) <� w >E ��� U � P,u .ZZM (-. pt' 4 i?�9OlAtiO� ®ON= Lm Lm O L0 I 0 M r-- CY) WA BSDC7 C`V C,4;9 ---�' z Il��llllpl� "ulll'li ��'I'�;I' DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 62J14020 PROJ MGR: JF DRAWNI: ST CHECKED: INTERIOR ELEVATIONS BIRCH RIGHT Loot 74 Birch plan 1 832 a. Owners Entry AAj 0 �o NA5HER/DRYER Laundry ��. �r 51321 U15 51327 ,,'� t _Q 024 D21 RANGE 021 1324 K"Fitchen 0 cn V51336 0I2 V51336 n rBath- FULL � Kitchen /— DEPTH H24 H21 H30 H21 N24 B. lIIINDON 5UPPLIER TO VERIFY AT LEAST TO 111111 �p tc CLEAR EORE55 OPENING OF 5 1 50, FT. 1 1 O04 KITH MIN. DIMENSION OF 24" IN HEIGHT AND 2011 IN V11DTH; 51Li_ HE16HT NOT C7F:EA;FET�. OPT. DESK *15-77 THAN 44" ABOVE FLOOR. HIM G. TYPICAL l^11NDOY1, HEAL) HEIGHT: b' -O" A.F.F @ 611-4" PLATE HEiGFIT (U.N.0.) 1'-0" A.F.F @ 6-1` PLATE HE161-IT (U.N.0) E. ELECTRICAL: ,ALL ELEGFRIGAL AND MEGHANICA! _ EQUIPMENT 4 METERS ARE 5UBJEC T TO 024 D21 RANGE 021 1324 K"Fitchen 0 cn V51336 0I2 V51336 n rBath- FULL � Kitchen /— DEPTH B24 FRIDGE 1330 B24 B24 Kitchen f FULL DEPTH lull B. lIIINDON 5UPPLIER TO VERIFY AT LEAST 1! 111111 �p tc CLEAR EORE55 OPENING OF 5 1 50, FT. 1 1 O04 KITH MIN. DIMENSION OF 24" IN HEIGHT AND 2011 IN V11DTH; 51Li_ HE16HT NOT C7F:EA;FET�. OPT. DESK *15-77 THAN 44" ABOVE FLOOR. HIM G. TYPICAL l^11NDOY1, HEAL) HEIGHT: b' -O" A.F.F @ 611-4" PLATE HEiGFIT (U.N.0.) 1'-0" A.F.F @ 6-1` PLATE HE161-IT (U.N.0) E. ELECTRICAL: B24 FRIDGE 1330 B24 B24 Kitchen f FULL DEPTH TYPICAL. CON STRU CTI ON ASSEMBLIES: A. TYPICAL ROOF GON57FRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL .FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TON6UE"4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015TS AS NOTED ON STRUCTURAL DRAKNG5, G. SLAB ON GRADE FLOOR GOTI5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR DARRIER. REFER TO 5TRUGTURAL ENGINEERIf`1G DRANINGS, TYP. NiNDON5: A. ALL NINDON5 SHALL COMPLY KITH N AR U IN ! MINIMUM STANDARDS USO f L i E�D iT APPLICABLE RES. GHEG'�5, B24 FRIDGE 1324 DI2 0I2 B. lIIINDON 5UPPLIER TO VERIFY AT LEAST ONE NIND011 iV ALL B DROOM5 TO HAVE A �p tc CLEAR EORE55 OPENING OF 5 1 50, FT. 1 1 O04 KITH MIN. DIMENSION OF 24" IN HEIGHT AND 2011 IN V11DTH; 51Li_ HE16HT NOT C7F:EA;FET�. OPT. DESK *15-77 THAN 44" ABOVE FLOOR. HIM G. TYPICAL l^11NDOY1, HEAL) HEIGHT: b' -O" A.F.F @ 611-4" PLATE HEiGFIT (U.N.0.) 1'-0" A.F.F @ 6-1` PLATE HE161-IT (U.N.0) E. ELECTRICAL: TYPICAL. CON STRU CTI ON ASSEMBLIES: A. TYPICAL ROOF GON57FRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL .FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TON6UE"4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015TS AS NOTED ON STRUCTURAL DRAKNG5, G. SLAB ON GRADE FLOOR GOTI5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR DARRIER. REFER TO 5TRUGTURAL ENGINEERIf`1G DRANINGS, TYP. NiNDON5: A. ALL NINDON5 SHALL COMPLY KITH N AR U IN ! MINIMUM STANDARDS USO f L i E�D iT APPLICABLE RES. GHEG'�5, B24 FRIDGE 1324 DI2 0I2 B. lIIINDON 5UPPLIER TO VERIFY AT LEAST ONE NIND011 iV ALL B DROOM5 TO HAVE A �p tc CLEAR EORE55 OPENING OF 5 1 50, FT. 1 1 O04 KITH MIN. DIMENSION OF 24" IN HEIGHT AND 2011 IN V11DTH; 51Li_ HE16HT NOT C7F:EA;FET�. OPT. DESK *15-77 THAN 44" ABOVE FLOOR. Z � G. TYPICAL l^11NDOY1, HEAL) HEIGHT: b' -O" A.F.F @ 611-4" PLATE HEiGFIT (U.N.0.) 1'-0" A.F.F @ 6-1` PLATE HE161-IT (U.N.0) E. ELECTRICAL: ,ALL ELEGFRIGAL AND MEGHANICA! _ EQUIPMENT 4 METERS ARE 5UBJEC T TO RELOCATION DUE T'O FIELD CONDITIONS; GONT2AGTOR TO VERIFY, F. HVAG: PROVIDE BAGK DRAFT DAMPERS © DR'fER �W� VENT, f I00D VENT 4 EXHAUST FANS. G. GEMENTITIOUS'FINISH INSTALL PEP,. LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 0THERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 � UNLE55 OTHERN15E NOTED. Interior Elevations VJ 0 21 4 g - i^ U L W ZFV O04 *15-77 Z � s �W� onn � VJ OOJ F v) V arc) LU Sao a v� waf < `W �'9 X4' BSB D E 3 1 G IN www.lJsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGH: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS REDNOOD - LEFT *15-77 U WASHERM, rER - n ns Entry O MIRROR LAV. LAV. r� 5132-1 D15 5b2l t is 9F Ban b24 V21 KANbt: 1121 01141 Kitchen n r� V51336 0I2 V5636 'r�wners at FULL I— DEPTH W24 W3q NO W24 W24 TO H24 H21 H50 H21 H24 ii ii C� F •) � z J MIRROR LAV. LAV. r� 5132-1 D15 5b2l t is 9F Ban b24 V21 KANbt: 1121 01141 Kitchen n r� V51336 0I2 V5636 'r�wners at FULL I— DEPTH W24 W3q NO W24 W24 ii ii C� F •) � z J E324 FRIDGE 1330 1324 1324 Kitchen c f[ FULL I DEPTH 1;24 FRIP6,E B24 DI2 DI2 itch n OPT. DE5K TYPICAL CONSTRUCTION ASSEMBLE A. TYPIGc'�OO -_(j tBTRUGTION: 5HINGLE OR GONCrRETE TILE ROOF (5TYI_E VARIES, PER GOMMUNIT'( 5PE65) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5"(NGTllPAL. B. T'fPIGA?LFPANE FLOO�-1 GONSTPUGTION:. , FI1,1I5H FLOORING ON�/4" TONGUE � GROOVE FLOOR SHEATHIN6 ON FLOOR rR655E5 OR FLOOR .1015T5 A5 NOTED ON 5TRUGTURAI_ PRAWING5. G. S .A6 ON 6RADE FLOOR GONiRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO ,5 RUGTURAL ENGINEERING DF'AWIN65, TfP. WiNDOW5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5., 13. WiNM1 SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR E61RE55 OPENING OF 5.150. ET. WITH MIN.'DIMEN510N OF 24 IN HEIO-HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEI6,HT: 8'-O" A.F.F @ N'-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F @ 5'4' PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL. AND MEGHANIGAL EOUIPMENT 4 METER5 ARE SUBJECT r0 RELOGATION DUE To FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, .4 EXHAU5T FANS. 6, GEMENTITIOU5 FIN15i t IN5rALL PER'LOGAL GORE. H. PIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR FAMEN510115 ARE TO FADE OF GMU OR 5TUD5 UNI E 55 01 HE 4,11SE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEEP: =ES UNLE55 0 rHEPl^115E NOTED. I ntenor Elevations.. 0 2' 41 '5r 1/4" _ 1'-0" AT 22x34 gUlt oil, I/8" = 1'-0" AT Ilxl i S,1NfiUnv FiT 765 # 77 ®�'a�999{999I���/' � r o 9 i s�0 v '` Lo rsa S owl 0 Litt, ` O ®®a®�9�a9.gaaaa®e fa �: Ei4 C� F •) � z J �2a O � 1 s,fS; z vws cn. Ilk, t 4 MQ 0 x ui w 1 pw. Vj t U q ®�'a�999{999I���/' � r o 9 i s�0 v '` Lo rsa S owl 0 Litt, ` O ®®a®�9�a9.gaaaa®e fa �: Ei4 C� ®�'a�999{999I���/' � r o 9 i s�0 v '` Lo rsa S owl 0 Litt, ` O ®®a®�9�a9.gaaaa®e fa �: Ei4 �1 � IWu✓V ii�l bili 411W hl MIA 41f zW# bNB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 MMIERIMM JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - LEFT F s,fS; Ilk, t 4 �1 � IWu✓V ii�l bili 411W hl MIA 41f zW# bNB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 MMIERIMM JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - LEFT 'wv FULL B24 FRIDGE 1324 aA e en SHELF ROD U U 0 U U 0 NASHER/DRYER Laundry TYPICAL CONSTRUCTION A. -TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: _ FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR MIRROR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65: G. SLAB ON GRADE FLOOR GON5TRUGTION: LAY. LAV. MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL o _ - ENGINEERING DRAI^IIN65I TYP. li D33 II WINDON5 4 A. ALL NINDON5 SHALL. GOMPLY WITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5, GHEGr 5. 51330 51330E3. �IIINDOI^I SUPPLIER TO VERIF'f AT LEA5T ONE NINDON IN ALL BEPROOM5 To }-AVE A CLEAR EGRE55 OPENING OF 5.150. FT. Ba'h b\IITH MIN. OIMEN510N OF 24" IN HEIGHT AND 20" IN I,IIDTH; 5ILL HE101-IT NOT 6P.EATER THrM 44" At3o'1/E FLOOR. G. TYPICAL WINDOb'A I -IF.' -))D HEIGHT: W _.0" A.F.' ,� W-.4" PLATE HE IGH ► (U..1.0.) i'-0" A.F.F U V-1 ': PLATE HEI61; r (UA .0) E. EL EGTPk2\L: ALL ELEGTRIGAL AND MEGHANIGA EGUIPMFN-i 4 r/IETEER5 ARE SUDJEGT TO RELOCATION DUE: TO FIELD GONDiTI0N5; GONTRAG-fOR TO VERIFY. F. HVAC; PROVIDE BAGr-, DPAFT DAMPERS @ DRYER VENT, HOOP VaIT, i EXHU5T FAN5: 6. GEMENTITIOU5 FIN1511 INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FAGS OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5"ARE 45 DEGREE5 UNLE55 OTHERA15E NOTED. S. Interior-, Elevatign 0 2 41 8' 1/4" _ 1'-0" AT 22x34 S,qAl,, I/b" = 1'-0" AT IIxl7 T' LU"w V k O to 1 _ Q O 01 " CO F � LU O W5� i—' v en O w Eh d 0 n of UA m o (z) 0) r < � 4s A 0 .9A BNm B DESIGN www.bsbdesidn.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 �axrarscem - JOB NO: 02JI402Q PROJ MGR: JF DRAWN: 'ST CHECKED: INTERIOK ELEVATIONS HILLON LEFT Lot 77 Willow - Plan 2059 k5ml UW -L k O O a)T— Q O 01 " CO O O w 0 n .9A BNm B DESIGN www.bsbdesidn.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 �axrarscem - JOB NO: 02JI402Q PROJ MGR: JF DRAWN: 'ST CHECKED: INTERIOK ELEVATIONS HILLON LEFT Lot 77 Willow - Plan 2059 k5ml UW -L C I QK C �c >E �`�e1aaaeaop®,�'° r "'°w CD CA LCZPz p a 8'-O° A.F.F o gl_411 PLATE HEIGHT (U.N.O.) TYPICAL CONSTRUCTION _ E. ELEGTRIGAL: - LIES: ASSEMB ALL ELECTRIGAL AND MEGHANIGAL A. TYPICAL ROOF GON5TRU6TION: EQUIPMENT 4 METEP5 ARE 5UDJEGT TO SHINGLE OR GONGRETE TILE ROOF (5TYLE GONTRAGTOR TO VERIFY, V6WIE5, PER COMMUNITY 5PEC,5) OVER ROOF F. FIVAG: 5HEATHIN6 AND ROOF FRAMING PER PROVIDE E3AGK DRAFT DAMPEP5 @ DRYER 5TRUCIURAL. 6. GEMENTITIOUS FIN15H 5. TYPICAL_ FRA1fF FLOOD. GONSiRiJGTION: CD CD 4 V IN5TALL PER LOGAL GORE. FIN15H FLOORING 0111 �W " TON<'UE a GROOVE H. DIMEN51ONS ARE. TO THE FAGE OF STUD, N FLOOR SHEATHING ON F=LOOR TR.U55E5 OR L. ALL EXTERIOR QIMEN51ON5 ARE TO FAGS OF FLOOR J015T5 A5 NOTED ON 5T .UGTURAI_ - Gf-IU OR 5'1UD5 UNLE55 OTHERWISE NOTED. DRAWIN65, M. ALL ANGL_F PA' I-ITIONS, ARE 45-DEOREES d c G. 5LAQ ON 6RADE FLoOIF', GON5TRUGTION! E G MONOLITHIC, GONGRETE SLAB OVER VAPOR � �- " (j) 2R�'` WZw BARRIER. REFER TO 5TRUGTURAL co� Q Z�w EN67INEERIN6 DRAWING5, T'(P. Yr I o- 1,11NDOW5: . L-0 �.5 A. ALL W I NDONS, SHALL GOMPLY WITH MiNli',IUM 5TANDARDS OUTLINED IN O APPLICABLE PE5. GHEGK5. � i5 oOJ B. WINDOW 5UPPLIER .TO V"cRIFY AT L) ASTi > w = w5¢ ONE WINDOW IN ALL BEDROOMS, TO HAVE A < CLEAR EGRE55 OPENING OF 5.1 50. FT. Za WITH MIN, DIMEN51ON OF 24" IN HEIGHT AND ujo o Zga 2011 IN WIDTH; 51LL HE16HT NOT GREATER — o s W THAN 44"'ABOVE FLOOR. (n — - G fPIGAL WINDOW HEAD HEIGHT: C �c >E �`�e1aaaeaop®,�'° r "'°w CD CA LCZPz p a 8'-O° A.F.F o gl_411 PLATE HEIGHT (U.N.O.) T -O" A.F.F ® S' -III PLATE HEIGHT N.N.0) E. ELEGTRIGAL: ALL ELECTRIGAL AND MEGHANIGAL EQUIPMENT 4 METEP5 ARE 5UDJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY, F. FIVAG: PROVIDE E3AGK DRAFT DAMPEP5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN`S. 6. GEMENTITIOUS FIN15H CD CD 4 V IN5TALL PER LOGAL GORE. H. DIMEN51ONS ARE. TO THE FAGE OF STUD, N U.N.O. L. ALL EXTERIOR QIMEN51ON5 ARE TO FAGS OF - Gf-IU OR 5'1UD5 UNLE55 OTHERWISE NOTED. M. ALL ANGL_F PA' I-ITIONS, ARE 45-DEOREES d c UNLE55 OTHER115E NOTED. E G M " (j) 2R�'` A I I� 00 co� Yr I o- . L-0 �.5 -oil I C �c >E �`�e1aaaeaop®,�'° r "'°w CD CA LCZPz p a OB""SB DESIGN www.bsbdesigii.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: SECTIONS WILLOW - RIGHT d 7' ;n am CD CD 4 V � N ( d c D E Lo M " (j) 00 co� . L-0 �.5 OB""SB DESIGN www.bsbdesigii.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: SECTIONS WILLOW - RIGHT TYPICAL CONSTRUcrrm ASSEMBLIES: A. "fYPIGAL ROOF GONSTRUGTION: SHINGLE OR GONGRE T E TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN<5 AND ROOF FRAMING PER 5TRUGTURAL: B. TYPICAL FRAME FLOOR GONS rRUGTION: FINISH FLOORINr- ON 5/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6, ON FLOOR TPU55E5 OR FLOOR JOISTS AS NOTED ON 5TRUGTUR.AL DPANINC75. G. SLAB ON 0- RADE FLOOR GONSTRUG TION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRU6TUR.AL ENO INEERING DRANIN65, TYP. NINDON5: A. ALL NINDON5 SHALL GOMPLY KITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGK5. B, WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EvPE55 OPENING OF 5156), 5G?. FT, WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT 65FEATER THAN 44" ABOVE FLOOR. G.. TYPIGAL HIND04^11 HEAD HEICvIAT: 6-0" A.F.F @ q' -'f PLATE HEIGHT (U.N ') T -O" A.F.F @ PLATE HEIGHT (U. I0) F. E!. EGTRI GAL: ALL ELEGTRIGAL AND MEGHANIGAL EOUIFNIENI T DIETER ARE SUBJECT To PELOGATION DUE TO FIELD CONDITIONS; GONT"I-,'AGTOh TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPEr 5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O; L. ALI-EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TO05 UNLESS O rHERI^115E NOTED. M. ALL AN<,LED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. A rr L L. r e♦ �` ------------- saki BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED`. 5EGTIONS REDWOOD RIGHT Lot 71 Redwood Plan 1943 "URm T- C) J { J N �- a 0 w L U') V aav� C) z O NUS U Uj ~ rya w�� a�N Uj N2, A rr L L. r e♦ �` ------------- saki BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED`. 5EGTIONS REDWOOD RIGHT Lot 71 Redwood Plan 1943 "URm WTD IAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTUR,AL. P. TYPICAL FRAME FLOOR GON5T_PUGTION: FINISH FLOORING ON 314" TONGUE 4 GROOVE FLOOR 5HEA i HiNG ON FLOOR TRU55E5 OR FLOOR JO15Th AS NOTED ON 5TP])CTURAL. F)M,IING5. G. 5LAE3 ON GRADE FLOOR G_ON5TRUr,"flON: MIONOLITHIG GONGFr;ETE SLAB OVER VAPOR DARRIER. PEFEP TO rRUGT01;. L ENGINEERING WANIN65, TI -P. NINDONS:' A. ALL PIINDONS 5HAI_-L. COMPLY KITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RL5."GHEGK5. B. NiNDON 5UPPLIER TO VERIFY AT LEAST ONE NINDOVI IN ALL BEPRVOM5 TO HAVE A GLEAP E6RE55 OPENING OF 5.1 50. FT. NITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOD. G. TYPICAL NINDON HEAD HEIGHT: 6-0" A.F.F @ q'--4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F Q 6-1" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT i METERS ARE SUBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. 'I-IVAG: PROVIDE BAGr DRAFT DAMPER5 @ DR.YER VENT, HOOD VENT, i EXHAUST FANS. G. GEMENTITIOU5 FINI511 INSTALL PER LOGAL GORE. H. DIMEN51ON5 ARE TO THE FAGE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR rUD5 UNLE55 OTHERNISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. 444, ,4,,r _PLAT BsBh DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5EGTION5 REDNOOD - RIGHT Lot 72 Redwood - Plan 1943 10 >E C) LO 0 W jTi O wo 0 — — LU °04 N « U 8x v7 - . 4 PA, _PLAT BsBh DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5EGTION5 REDNOOD - RIGHT Lot 72 Redwood - Plan 1943 10 >E _PLAT BsBh DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5EGTION5 REDNOOD - RIGHT Lot 72 Redwood - Plan 1943 Building ction O a- U.� PPER U PPER MAIN F TYPICAL,CONSTRUCTION A. TYPIGAL ROOF GON5 f RUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMIMUNITY 5PE(,5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUG-IURAL E3. TYRIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 5/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUG"[UI .AL DRANiNG5: G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAI3 OVER VAPOR y`w BARRIER. REFER TO 5IRUGTUR.AL N ENGINEERING PRAWIN65, TYP."a WINDOW5: 0 oo1 A. ALL WINDOWS SHALL COMPLY NI-I'H o z mw MINIMUM STANDARDS OUTLINED IN 0 Q� APPLICABLE RE5. GHEGK5. o 13. WINDOW 5UPPLIER TO VERIFY AT LEA5T w �' h ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN, DIMEN5ION OF 24" IN HEIGHT AND '� 1z o 1 a 20" IN WIDTH; SILL HEIGHT NOT GREATER t=n THAN 44" ABOVE FLOOR. G. T(PIGAL WINDOV4 HEAD HEIGHT: O A.F.F @ rl W PLATE HEIGHT (U.N.0) 1'-�0" A.F.F @ e)'• -I" PLATE HEIGHT (U.N.0) E LLEGFRIGAI ALL ELECTRICAL AND MEGHANIGAL EOUIPMENT i METERS ARE 5Uf3JEC; f TO RELOCATION DUE TO FIELD GO VITION5; GONTW6-FOR TO VERIFY. F. HVAC_: PROVIDE DAGK DRAFT 1)1Ali iPER5 @ f -)r ER VENT, HOOF) VENT, 4 EXHAU51- FANS. G. GFMENTITIOU5 FIN15H IN51-ALL'PER LOCAL :ODE. H. 0IMEN51ON5 ARE TO THE FAGS OF STUD, a U.N.O. 74 L. ALI EXTERIOR DIMEN15ION5 ARE TO FAGS OF _ �GMU OR `_ rUrj5 UNLE55 OTHER.NI` IE NOTED. M. ALL ANGLED PARTITiON5 ARE 45 DEGREES UNLE55 0"FHE 1P11517 NOTED, :> '' i gm co Sj °°eee�earprr�os�� viii o x h. 0 °z CC Z' a (J "Z,*Ujm ,ted . .LC pie (Z) CY) 00 .� U) U B9 UES1GN www.bsbdesign,com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: SECTIONS 61RGH - LEFT Lot 73 Birch - Plan 1 832 .H 1AYE TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HINGLE OR GONGRETE TILE ROOF (5 -TYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPIGAL F=RAME FLOOR GONSTRUGTION: FIN151-1'ELOORING ON 5/4" TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLUOR J015T5 A5 NOTED ON 5TRUGTURAL DRAHINGS G. 5l AB Of I GRADE FLOOR lST RUGT(ON: MONOL ITHIG GONG1 ETE 5LA3=3 OVER VAPOR B-'tRRIEi? REFER 10 STRUG i UgAL ENGINEERING DRAB ING5, T'(P, i^lINDOHS: A, ALL WINDOHGJ SHALL GOi li'LY HlTH MINIMUM 51-ANDARD5 OUTLINED IN APPLIGAE3LE RE5. GFIE(,KS. 13. HINDOH SUPPLIER TO VERIFY AT LEAST ONE HINDOH IN ALL DEDROOM5 TO HAVE A GLEAR i✓GRE55 OPENING OF 5 -150 FT. WITH MIN. DIMIENSION OF 24" IN HEIGH,f AND 0 IN WIDTH; SILL''HEI�H"l NO f GREATER THAN 44" ABOVE FLOOR. G. -TYPIGAL WINDOW HEAD FIEIGHT: V-0" A.F.F @ cf'-4° PLATE HEIGHT AKO.) 7'-O"A.F.F a W-1 PLATE HEIGHT (U,N.O,) E, ELEGTRIGAL: ALL ELFGTRIGAL AND MEGFIANIGAL EOUIPMENT 4 METERS ARE SUBJECT TO RFLOGATIOH DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY, F. HVAC PROVIDE BAGK DRAFT DAMPER5 a DRYER VENT, HOOD VENT, 4 EXFIAU5T FAN5. G. GEMENTITIOU5 FINI511 IN5TALL PER LOGAL CODE._ H. DIMEN51ON5 ME TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERHI5E NOTED. 04. C -• 11 0 5z � �#fZsz G 'A O 1 C� r• °- 0 ! c� u�Friv . G -MAIN FLOL4 4- O o N 0 � Cn NCY) c\ F •C 'w 9 w t� cc o U) �6 o LLI Na0 x _ rJ) LLo 04. C -• 11 0 5z <r- ir t0' -O" LOOP,�_ Wb �Nil IN all BSO DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5EGTION5 BIRCH - R161 -IT Lot 74 Birch - Plan 1332 �#fZsz +0'—o° G -MAIN FLOL4 4- O o N � � o 0 NCY) c\ co cc o U) o <r- ir t0' -O" LOOP,�_ Wb �Nil IN all BSO DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5EGTION5 BIRCH - R161 -IT Lot 74 Birch - Plan 1332 V TYPICAL -CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGfION: SHINGLE OR GONGPETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG(5) OVER ROOF C)CD 51-IEATHING AND ROOF FRAMING PER 5TUGTURAL B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEA'l-HING ON FLOOR TRUSSES OR FLOOR .1015T5 AS NOTED ON 5 1RUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOD; GONS-IRUG-I-ION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL C) ENGINEERING DPANIN65,'iYP. WINDONS: A. ALL HINDOI^15 SHALL COMPLY NITI-I MINIMUM 5rANDARD5 OUTLINED IN AP PLIGABLE RES. GHEC r5. Lo B. YIINDON SUPPLIER TO VERIFY AT LEAST ONE HIND0,1 IN ALL BE1)RO0M5 TO HAVE A GLEAR E6)RE55 OPENING OF 5.150. FT. KITH MIN, DiMEN5I014 OF 24" IN HEI(5HT AND 20" IN HIDTI-Ii,9- LL I-IEIGH I- NOT 6{?i✓ I'Ei' THAN 44" ABOVE FLOOR. G. T' -(PI( -',AL r`IIND0�11 HEAD HEI( -)HT; d' -O" A.F.F ,@ q'._4" PLATE HE16FIT (U.N O) T -O" A.F.F @ S; -l" PLATE HEIGHT (U.N.0) E. EL EGTRIGAL; ALL ELEGTRIGAL AND MEGHANIGAI_ EQUIPMENT 4 METERS APE 5UBJEGT TO RELOGATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO \/EKIFY. F. HVA(,,: PROVIDE BACK DRAFT DAMPERS U OR(ER VENT, HOOD. VENT, 4 EXHAU-3-f FANS. G. GEMENTITIOU5 FIN1511 INSTALL PER LOGAL GORE. H. DIMENSIONS ARE TO THE FAGS OF STUD, LU U.N.D. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF -PT-E GMU OR 5TUD5 UNLE55 OTHERyNIISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 y�Y I..0 UNLESS OTHERHISE NOTED. O _ODR LATE O' -O" V KL41) C)CD oxJ C) �i3< Lo z�V O �0 LU � y�Y I..0 ¢> cr_ .. lio d BsB DESIGN www.bsbdesign.cofn 100 Main St. Suite 209 Safety t-larbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: SEGr10N5 REDHOOD - LEFT TYPICAL, CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF co S;iINr i._E OR GONG RE f E TILL. ROOF (STYLE E VARIE5, PER G(%MMUNI FY 5PE65) OVER ROOF 5HEATHIN6 AI14P ROOF r r' 1.11iN6 PEKI 5TRUG1URAL. B. Yr AL RRANIE r=LOC>r? GONSTF?UC.TIOPd: FINISH FLOORING ON �/4" TONGUE SROOVE FLOOR SHEATANG ON FLOOR TRU55E5 O FLOOR :101571"5 AS NOTED ON 5TRUGTURAL DRAWI NOS.: . s, G. SLAB ON 6PADE FLOOR GON5TRUGTION: �ITHIG Ue"2 MONO! GONGRETE aLAfi OVER VAPOIa NV BAR r . IE _ R. REFER TO5TRUGTURAL Co � o . E11,4611`;EERIN6 DRAFdIN65, TVP. NINDON5: c NZ A. ALL WINDOI^{S SHALL COMPLY 1,1Ti I Lo CD w MINIMUM STANDARDS OUTLINED IN p 'Ym? APPLICABLE f?E5. GHEGK5. c 5 B. WINDOW SUPPLIER TO VERIFY AT LEAST w �NZ ONE NI NDON IN ALL: BEDROOMS TO HAVE A < w GLEAR EORE55 OPENING OF 5.150. FT. ® WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; DILL HEIGHT NOT 6REATER U) .THAN 44" :ABOVE FLOOR.:: � _ m ,ww � o G. TYPIGAL WINDOIA1 HEAD HEIGHT: b'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MEGHANIGAL EG2UIPMENT l METERS ARE SUBJECT TO RELOGATION DUE TO FIELD GONDITION5; GONTIaAGTOR TO VERIFY. F. H\/AG: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, (I EXHAU5T FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL GODS. H. DIP•1EN51ON5 ARE "(O, THE FADE OF STUD, • -� 4y U.N.U. ; , L. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF UPPER PLAT -- --� - GMU OR STUDS'UNLE55 OTHERN15E NOTED. M. ALL ANGLED PAP ITION5 ARE 45-0E(v'.EES UNLE55 O F LIE RNISE NOTED. � a,��9►ppa a i�aya r�o'� ®,vvvv°vvvvb� +✓p � e vva� vv �d� ✓p � �y- H Z C� 4q�:. � Q 0 ePER o AIN F +O'-0" MAIN F 1 c� v) ry Iry V: s, Ue"2 0 a,��9►ppa a i�aya r�o'� ®,vvvv°vvvvb� +✓p � e vva� vv �d� ✓p � �y- H Z C� 4q�:. � Q 0 ePER o AIN F +O'-0" MAIN F 1 c� v) ry Iry V: +o 4 TI a- U� PPER FLATE U.o PPER FLOOR -MAIN PLATE +O' -O" MAIN FLOOR .q�_ 1 A. TYPICAL KOOf GON5TRUGTION: SHINGLE OR GONGRETE PILE ROOF (5TYLE VARiE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 5/4 TONGUE 4 6ROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR <J015T5 A5 NOTED ON 5TRUGTURAL DRANING5. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN61NEl RING DRANIN65, TYP.` NINDON5: A. ALL NINPON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. NINDON 5UPPLIER TO VERIFY AT LEA5T ONE Y4INDON IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.`( cn FT. HITH MIN. DIMENSION OF 24" IN HEIGHT AND W' IN NiDTH; 51LL HEIGHT NOT GREATER: THAN 44" ABOVE FLOOR. G. TYPICAL InIINDOP1 HEAD HEIGHT: b' -O" A.F.F "; H'-4" PLA I E HE161 iT (U.N.0) 1'-0" A.F.F @ 5'-1 PLATE HEIGHT E. ELECTRIGAL: ALL, ELEGTRIGAL AND MEGi IANIGAL E(tUIFMENT A, METER5 ARE 5UGJEGT TO RELOCATION DUE TO FIELD CONDI-rioN5; CONTRACTOR TO VERIFY, F. HVAG: PROVIDE BAGr DRAFT 0AIMPER5 @ DRYER VENT, HOOD VENT, f EXHAUST FAN5, G. GEMENTITi0U5 FIN1511 IN51 ALL -FER LOCAL DOVE. H. DIMEN510N5 ARE f0 THE FADE OF 5T1U17), U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGS OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. c >E NN°o ����i � �� �\, ��•v � may. �y. �\ '�.✓ i w O z IV PVT ®e®eee® b mum cz) U) ©.i a M N C9 o r '� O LO d Big bections.. BsB uwiu WimWa ...r.....+.........m...�..�.�..m® O 2' 4' DESIGN mimbsbdesign.com 1/411 - I' --O" AT 22x5 100 Main St. Suite 209 S,,.tfety Harbor, Florida 34695 Ila - I O :AT IIXI7 813 265 4808 JOB NO: 02A4020 PROJ MGR: JF DRAWN: ST CHECKED: 5ECTIONS 1^IILLON - LEFT gQ I WIA16 Lot 77 Willow - Plan 2059 'SAMFOR,mm%bm2UWwmLNIL .- 0 F Zai DZ� �� 0 .� ao� Ca U) nZ �—� w wJx Cc w o Ngo U) =w0 c >E NN°o ����i � �� �\, ��•v � may. �y. �\ '�.✓ i w O z IV PVT ®e®eee® b mum cz) U) ©.i a M N C9 o r '� O LO d Big bections.. BsB uwiu WimWa ...r.....+.........m...�..�.�..m® O 2' 4' DESIGN mimbsbdesign.com 1/411 - I' --O" AT 22x5 100 Main St. Suite 209 S,,.tfety Harbor, Florida 34695 Ila - I O :AT IIXI7 813 265 4808 JOB NO: 02A4020 PROJ MGR: JF DRAWN: ST CHECKED: 5ECTIONS 1^IILLON - LEFT gQ I WIA16 Lot 77 Willow - Plan 2059 'SAMFOR,mm%bm2UWwmLNIL 1 1/4" MIN. - 2" MAX. 1 1/4" MIN. - 2" MAX. 1 1/2" GLR. HARDWOOD TOP RAIL \i I I „, STAIR MTD HANDRA --- U% SCALE: I-I/2""=I'-O" WALL_ BRACKET AT 4'-O" o G ., MAX. — 2x BLK'G ---- BALUSTERS SPAGED AT 4 3/4" 0.6. MAX. MATCH HEIGHT - OF BASEBOARD 2x12 NOTCHED STRINGER 5/8" TYPE "X" GYP. BD. AT ALL WALLS AND GEILING OF ENCLOSED USABLE 5PA6E UNDER STAIR IN5TALL 2X FIRE STOP AT MID SPAN OF STRINGER (3) 2X12 STRINGERS TYP. SCALE: 1 1/2" = I'-0" 2x FRAMING GYP. BD. IxIO SKIRT BOARD 2x12 STRINGER 2x4 SPACER 5/8" TYPE "X" GYP. BD. AT ALL WALLS AND GEILING OF ENGL05ED USABLE 51PAGE UNDER STAIR —J EXPA5510N GAP TYP 60 il .:. b SCALE: 1 1/2" = 1'-0" 7/8" THK. GEMENT BA5EP PLASTER FIN15H (PER A5TM G -612(g) ON PAPER BACKED CORRO51ON _. RE515TANT, EXPANDED METAL LATH OVER WEATHER RE515TIVE BARRIER EXTERIOR i SHEATHING PER STRUCTURAL., TYP. i i TYPICAL EXTERIOR WALL GON5TRUGTION - SEE STRUCTURAL FOR ATTACHMENT 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRAN51TION JOINT $ 5EE FLEVATION5 BEARING LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED AS 5HOHN, TYP. GORRO510N RE515TANT EXPAN5ION JOIN / WEEP 5GREED, TYPICAL 5/8" THICK GEMENT-BASED PLASTER FINISH (PER ASTM G-0126) ON CONCRETE MASONRY UNIT GON5TRUGTION LYN 2 UNI., U HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF 5TAIR5. HANDRAIL5 SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FIN15H MATERIALS AND EN05 SHALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, IN NEWEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE AND BE SMOOTH WITH NO SHARP EDGES/GORNERS. STAIR AND RAILING SUPPLIER INSTALLER 5HALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REOUIREMENT5 FOR THE PRODUGT5 THEY PROVIDE OR INSTALL, THE HANDRAIL GON5TRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LB5 APPLIED IN c c ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. J GUARDRAILS SHALL NOT BE ANY DIRECTION Ul M z t� i <r AN ORNAMENTAL PATTERN SUCH THAT A u� z MAY PASS THROUGH Y WALL MTU MATCH HEIGHT - OF BASEBOARD 2x12 NOTCHED STRINGER 5/8" TYPE "X" GYP. BD. AT ALL WALLS AND GEILING OF ENCLOSED USABLE 5PA6E UNDER STAIR IN5TALL 2X FIRE STOP AT MID SPAN OF STRINGER (3) 2X12 STRINGERS TYP. SCALE: 1 1/2" = I'-0" 2x FRAMING GYP. BD. IxIO SKIRT BOARD 2x12 STRINGER 2x4 SPACER 5/8" TYPE "X" GYP. BD. AT ALL WALLS AND GEILING OF ENGL05ED USABLE 51PAGE UNDER STAIR —J EXPA5510N GAP TYP 60 il .:. b SCALE: 1 1/2" = 1'-0" 7/8" THK. GEMENT BA5EP PLASTER FIN15H (PER A5TM G -612(g) ON PAPER BACKED CORRO51ON _. RE515TANT, EXPANDED METAL LATH OVER WEATHER RE515TIVE BARRIER EXTERIOR i SHEATHING PER STRUCTURAL., TYP. i i TYPICAL EXTERIOR WALL GON5TRUGTION - SEE STRUCTURAL FOR ATTACHMENT 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRAN51TION JOINT $ 5EE FLEVATION5 BEARING LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED AS 5HOHN, TYP. GORRO510N RE515TANT EXPAN5ION JOIN / WEEP 5GREED, TYPICAL 5/8" THICK GEMENT-BASED PLASTER FINISH (PER ASTM G-0126) ON CONCRETE MASONRY UNIT GON5TRUGTION LYN 2 UNI., U HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF 5TAIR5. HANDRAIL5 SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FIN15H MATERIALS AND EN05 SHALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, IN NEWEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE AND BE SMOOTH WITH NO SHARP EDGES/GORNERS. STAIR AND RAILING SUPPLIER INSTALLER 5HALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REOUIREMENT5 FOR THE PRODUGT5 THEY PROVIDE OR INSTALL, 5GALE: 1 1/2" = 1'-0" FINISHED SURFACE — 5/4" PLYWOOD TREADS Eu. r— — � z LU 5/4" TYP � U1 2x12 NOTGHED 5TRIN6ER (3 5TRIN6ER5 MIN. AT EACH STAIR RUN) I EXPANSION 5/8" PLYWOOD RISERS r GAP SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT GONTAGT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOU5 MEMBRANE SEPARATION AS ALLOHED BY CODE. (3) 2X12 5TRIN6:ER5 TYP SCALE: 1 1/2" = I'-0" AIR 51MULATED STONE VENEER ON PAPER BAGKEP 6ORR0510N RE515TANT, EXPANDED METAL LATH OVER WEATHER RESISTIVE BARRIER i EXTERIOR SHEATHING PER STRUCTURAL., TYP. TYPICAL EXTERIOR WALL GON5TRUCTION - 5EE !" !'- STRUCTURAL FOR ATTACHMENT 4 WIDE SELF ADHERIN( , SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION JOINT SEE ELEVATIONS BEARING - - - w t LATH AND WEATHER RESISTIVE BARRIER TO LAP OVER TOP FLANGE , /� , . i O f6 u OF 5GREED A5 SHOWN, TYP. -- v_J r °U. � U, CORROSION RE515TANT ` <`% ` _ a d u� 6T EXPANSION JOIN / HEEP �\�a 5GREED, IYPIGAL __- w s' o o� U) < — wF w� SIMULATED STONE VENEER ON CONCRETE MASONRY UNIT D 0 1A METAL OR WOOD TOP RAIL AS SELECTED BY OWNER 4 GONTRAGTOR METAL OR WOOD BALU5 rER5 AS SELECTED BY OWNER 4 CONTRACTOR cry � fo � as CARPET �D ` PAINT GRADE \ r`� m®z -� WOOD BASE N/BULLNOSE EDGEaz Ix PAINT GRADE SKIRT � 99! FLOOR FRAMING 1/2" GYP BD 2x4 STUDS AT 16" O.G. 5/8" TYPE "X" GYP BD AT ENCL05ED USABLE SPACES BENEATH 5TAIR5 C) (aj N H'ANDRAUGUARDRAIL, DETAIL CD SCALE: I I/2" = I' -D" m F_ .J G\j CSS FINISHED 5URFAGE — - - Zj Eo. TREADS,, %\ 3/4" PLYWOOD TREADS — _ . 5EE PLA v 5/4" 'I u / TYF 5/8" PILYHOOD R15ER5 (TY('.) [F6Ar� XPNSION 2x12 NOTGHED 5TRINGER _ _ J (TYP)B B DESIGN i r www.bsbdesign.com 100 Main St. Suite 209 5/8" TYPE "X" GYP. BD. Safety 8132654808 a 34695 AT ALL HALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR I JOB NO: 02J14020 PROJ MGR: JF (3) 2X12 STRINGERS TYP. DRAWN: ST CHECKED: 5TAIR DETAILS LANDIN"A'/%dSTRINGER, SCALE: 11/2" 1'-0" LOT 70-77 ,��j1LD/tyc DetaiaA tifD 1 -7 6 5 77 2,? THE HANDRAIL GON5TRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 200 I b5 GUARDRAILS SHALL NOT BE ANY DIRECTION LE55 THAN 36" IN HEIGHT. ANY LOCATION--,_," t� OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS ORo SPHERE AN ORNAMENTAL PATTERN SUCH THAT A T 4" DIAMETER SPHERE CANNOT PA55 THROUGH. MAY PASS THROUGH THE GUARDRAIL GON5TRUGTION SHALL BE 6" SPHERE ABLE TO RESIST A CONCENTRATED MAY NOT PAS LOAD OF 200 LB5 IN ANY DIRECTION THROUGH TL115 DIAGRAM THE TRIANGULAR OPENINGS ILLU5TRATE5 THE SPEGIFIG AT STAIR TREAD, RISER, 4 REQUIREMENTS OF THE BOTTOM SHALL BE SUCH BUILDING CODE AND 15 THAT A 6" DIAMETER ONLY AN AID FOR SPHERE CANNOT PASS THROUGH. BUILDING DESIGN AND CONSTRUCTION. IV AUGUARDRAIL CODE DATA 5GALE: 1 1/2" = 1'-0" FINISHED SURFACE — 5/4" PLYWOOD TREADS Eu. r— — � z LU 5/4" TYP � U1 2x12 NOTGHED 5TRIN6ER (3 5TRIN6ER5 MIN. AT EACH STAIR RUN) I EXPANSION 5/8" PLYWOOD RISERS r GAP SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT GONTAGT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOU5 MEMBRANE SEPARATION AS ALLOHED BY CODE. (3) 2X12 5TRIN6:ER5 TYP SCALE: 1 1/2" = I'-0" AIR 51MULATED STONE VENEER ON PAPER BAGKEP 6ORR0510N RE515TANT, EXPANDED METAL LATH OVER WEATHER RESISTIVE BARRIER i EXTERIOR SHEATHING PER STRUCTURAL., TYP. TYPICAL EXTERIOR WALL GON5TRUCTION - 5EE !" !'- STRUCTURAL FOR ATTACHMENT 4 WIDE SELF ADHERIN( , SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION JOINT SEE ELEVATIONS BEARING - - - w t LATH AND WEATHER RESISTIVE BARRIER TO LAP OVER TOP FLANGE , /� , . i O f6 u OF 5GREED A5 SHOWN, TYP. -- v_J r °U. � U, CORROSION RE515TANT ` <`% ` _ a d u� 6T EXPANSION JOIN / HEEP �\�a 5GREED, IYPIGAL __- w s' o o� U) < — wF w� SIMULATED STONE VENEER ON CONCRETE MASONRY UNIT D 0 1A METAL OR WOOD TOP RAIL AS SELECTED BY OWNER 4 GONTRAGTOR METAL OR WOOD BALU5 rER5 AS SELECTED BY OWNER 4 CONTRACTOR cry � fo � as CARPET �D ` PAINT GRADE \ r`� m®z -� WOOD BASE N/BULLNOSE EDGEaz Ix PAINT GRADE SKIRT � 99! FLOOR FRAMING 1/2" GYP BD 2x4 STUDS AT 16" O.G. 5/8" TYPE "X" GYP BD AT ENCL05ED USABLE SPACES BENEATH 5TAIR5 C) (aj N H'ANDRAUGUARDRAIL, DETAIL CD SCALE: I I/2" = I' -D" m F_ .J G\j CSS FINISHED 5URFAGE — - - Zj Eo. TREADS,, %\ 3/4" PLYWOOD TREADS — _ . 5EE PLA v 5/4" 'I u / TYF 5/8" PILYHOOD R15ER5 (TY('.) [F6Ar� XPNSION 2x12 NOTGHED 5TRINGER _ _ J (TYP)B B DESIGN i r www.bsbdesign.com 100 Main St. Suite 209 5/8" TYPE "X" GYP. BD. Safety 8132654808 a 34695 AT ALL HALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR I JOB NO: 02J14020 PROJ MGR: JF (3) 2X12 STRINGERS TYP. DRAWN: ST CHECKED: 5TAIR DETAILS LANDIN"A'/%dSTRINGER, SCALE: 11/2" 1'-0" LOT 70-77 ,��j1LD/tyc DetaiaA tifD 1 -7 6 5 77 2,? ASPHALT ROOF SHINGLES OVER 30# FELT. INSTALL PER MANUFACTURERS 8" 5PEGIFIGATION5 41 PREFINISHED METAL DRIP EDGE OVER PREFINISHED -'"°- ALUMINUM WRAPPED IX2 Ax _ PREMANUFACTURED INSULATION ----- \ OVER 2X6 WD. FASCIA - II II II PRE-ENGINEERED WOOD TRUSSES TYPICAL FOOTING SEE II II, CONTINUOUS PERFORATED ALUMINUM, 5TRUGTURAL FOR 51ZE 4 DRAWIN65 FOR 5PAGING AND OR VINYL SOFFIT, TYP. II CONNECTION DETAILS STRUCTURAL SEE STRUCTURAL /TRUSS -' u : _ _ ,51E ELEVATIONS FOR ENGINEERING DRAWIN65 FOR —5EE ELEVATIONS FOR _ 'P TI GABLE END FRAMING CONDITION, STRUCTURAL DRAWIN65 PREFINISHED METAL DRIP TYP. I EDGE OVER PREFINISHED 4 _— SEE ELEVATIONS FOR "BEARING (PER ASTM G -q26) ON CONCRETE OVER 2X6 WD. FASCIA =~ � HEIGHT e III ♦ II'i CEILING BOARD .,� CONTINUOUS VINYL DRIP - TYPIGAL AT DIFFERING 5UB5TRATES -1/8"THK GEMENT BASED PLASTER FINISH (PER ASrM G -q26) ON FELT BACKED CORROSION RESISTANT LATH OVER WEATHER RESTS -FIVE BARRIER OVER 5HEATHING AND WALL FRAMING PER STRUCTURAL. _ �A5EE ELEVATIONS FOR FINISH FLOOR HEIGHT SEE ELEVATIONS FOR BEARING HEk 6ONTINUOU5 CORROSION RESISTANT DRIP - TYPIGA DIFFERING 5U135TRATE5 CONTINUOUS REINFORCED MASONRY TIE BEAM - SEE STRUCTURAL DRAWING -5 5/8"THK. GEMENT BASED PLASTER FINISH (PER ASTM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION CORROSION RESISTANT WEEP 56REED - TYPICAL f '{'0'-0" — — — FIN15I FLOOR ASSUMED FINISHED GRADE �r�< TYPICAL FOOTING SEE STRUG"fURAL FOR SIZE $\\6 REINFORGINGf�/_ �� a NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING- WITH STRUCTURAL DRANINC25 BTW T 0 RY W A LL E C TI IV SCALE: 5/4"=I' -O" ASPHALT ROOF 5HIN6LE5 OVER 30# FELT. INSTALL PER MANUFACTURERS SPEGIFIGATION5 FLOOR SYSTEM PER STRUCTURAL R30 BATT INSULATION 5/8" GYPSUM WALLBOARD OR 1/2" CEILING BOARD _�SH F5EE ELEVATIONSR HEFOR _ _ FINILOOIGHT _ __, R _SEE ELEVATIONS FO BEARING HEI( - CONTINUOUS CORROSION RESISTANT DRIP - TYPIGAI DIFFERING SUBSTRATES CONTINUOUS REINFORCED MASONRY TIE BEAM - 1/2" GYPSUM SEE STRUCTURAL DRAWINGS WALLBOARD OVER P.F. IX2 FURRING STRIPS 4 5/8"THK GEMENT BASED PLASTER FIN15H R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION BASE TRIM SELECTED BY OWNER CORROSION RE515TANT FLOOR FIN151I WEEP 5GREED - TYPICAL SELECTED BY OWNER x 6 MIL VAPOR BARRIER +01011 —FINISH FLOOR - PREMANUFACTURED INSULATION \ BAFFLE BETWEEN EACH TRUSS \ PRE-ENGINEERED WOOD TRUSSES TYPICAL FOOTING SEE SEE STRUCTURAL AND TRU55 5TRUGTURAL FOR 51ZE 4 DRAWIN65 FOR 5PAGING AND REINFORCING��� CONNECTION DETAILS STRUCTURAL CONNECTION DETAILS NOTE: _ _ ,51E ELEVATIONS FOR ALL ROOFING MATERIAL (PER ELEVATION) SHALL —5EE ELEVATIONS FOR _ 'P TI EARIN6 HEIGHT STRUCTURAL DRAWIN65 PREFINISHED METAL DRIP P30 BLOWN EDGE OVER PREFINISHED CELLULOSE INSULATION ALUMINUM WRAPPED IX2 (PER ASTM G -q26) ON CONCRETE OVER 2X6 WD. FASCIA 1/2" GYPSUM 5EE ELEVATIONS FOR -—"�T.O. WALLBOARD OR 1/2" WINDOW CEILING BOARD MASONRY UNIT CONSTRUCTION. CONTINUOUS PERFORATED ALUMINUM, 1/2" GYPSUM OR VINYL SOFFIT, TYP. WALLBOARD OVER 2X Z z< WOOD STUD FRAMING w WWTHK GEMENT BASED PLASTER FINISH (PEI, ASTM G -q26) ON FELT BACKED GORRO51ON RE515TANT LATH OVER WEATHER RE515TIVE BARRIER OVER FLOOR SHEATHING SHEATHING AND WALL FRAMING PER OVER ENGINEERED STRUCTURAL. FLOOR SYSTEM PER STRUCTURAL R30 BATT INSULATION 5/8" GYPSUM WALLBOARD OR 1/2" CEILING BOARD _�SH F5EE ELEVATIONSR HEFOR _ _ FINILOOIGHT _ __, R _SEE ELEVATIONS FO BEARING HEI( - CONTINUOUS CORROSION RESISTANT DRIP - TYPIGAI DIFFERING SUBSTRATES CONTINUOUS REINFORCED MASONRY TIE BEAM - 1/2" GYPSUM SEE STRUCTURAL DRAWINGS WALLBOARD OVER P.F. IX2 FURRING STRIPS 4 5/8"THK GEMENT BASED PLASTER FIN15H R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION BASE TRIM SELECTED BY OWNER CORROSION RE515TANT FLOOR FIN151I WEEP 5GREED - TYPICAL SELECTED BY OWNER x 6 MIL VAPOR BARRIER +01011 —FINISH FLOOR - - - ASSUMED FINISHED BAFFLE BETWEEN EACH TRUSS GRADE x /f TYPICAL FOOTING SEE SEE STRUCTURAL AND TRU55 5TRUGTURAL FOR 51ZE 4 \\//\\%\<1 REINFORCING��� CONNECTION DETAILS STRUCTURAL CONNECTION DETAILS NOTE: _ _ ,51E ELEVATIONS FOR ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER'5 INSTALL TI INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWIN65 EDGE OVER PREFINISHED TWO STORY WALL - x CELLULOSE INSULATION OVER 2X6 NO. FASCIA SCALE: 3/4"=I' -O" VERIFY 12 PER ELEVATION R30 BLOWN CELLULOSE INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" _ CEILING BOARD ASPHALT ROOF SHINGLES OVER 30# FELT. INSTALL PER MANUFACTURERS 1/2" GYPSUM 5PEGIFIGATION5 WALLBOARD OVER 2X WOOD STUD FRAMING R30 BATT INSULATION 5/8" 6YP5UM CONTINUOUS PERFORATED ALUMINUM, WALLBOARD OR 1/2" OR VINYL SOFFIT, TYP. CEILING BOARD MASONRY REINFORCED / CONTINUOUS TIE BEAM- SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5A"THK GEMENT-BASED PLASTER FIN1511 R4.1 FOIL INSULATION (PER A5TM G-126) ON CONCRETE MASONRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP ASPHALT ROOF SHINGLES OVER 309 FELT. INSTALL PER MANUFACTURERS 5PEGIFIGATION5 VERIFY PREMANUFAGTURED INSULATION PER 12 BAFFLE BETWEEN EACH TRUSS ELEVATION PRE-ENGINEERED WOOD TRU55ES FLOOR SHEATHING SEE STRUCTURAL AND TRU55 OVER ENGINEERED DRAWIN65 FOR 5PAGIN6 AND FLOOR 5Y5TEM PER CONNECTION DETAILS STRUCTURAL CONNECTION DETAILS _ _ ,51E ELEVATIONS FOR - BEARING HEIGHT 5/8"THK GEMENT-BASED PLASTER FIN15H PREFINISHED METAL DRIP \ EDGE OVER PREFINISHED f ALUMINUM WRAPPED IX2 - x CELLULOSE INSULATION OVER 2X6 NO. FASCIA R30 BATT INSULATION 5/8" 6YP5UM CONTINUOUS PERFORATED ALUMINUM, WALLBOARD OR 1/2" OR VINYL SOFFIT, TYP. CEILING BOARD MASONRY REINFORCED / CONTINUOUS TIE BEAM- SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5A"THK GEMENT-BASED PLASTER FIN1511 R4.1 FOIL INSULATION (PER A5TM G-126) ON CONCRETE MASONRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP ASPHALT ROOF SHINGLES OVER 309 FELT. INSTALL PER MANUFACTURERS 5PEGIFIGATION5 VERIFY PREMANUFAGTURED INSULATION PER 12 BAFFLE BETWEEN EACH TRUSS ELEVATION TYPICAL FOOTING SEE /�\\f�\\ PRE-ENGINEERED WOOD TRU55E5 n N SEE STRUCTURAL AND TRU55 CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS DRAWINGS FOR 5PAGING AND CONNECTION DETAILS BE INSTALLED PER MANUFACTURER'S INSTALLATION - SEE ELEVATIONS FOR _ ^ $-BEARING 5/8"THK GEMENT-BASED PLASTER FIN15H HEIGHT C) PREFINISHED METAL DRIP R50 BLOWN EDGE OVER PREFINISHED - x CELLULOSE INSULATION ALUMINUM WRAPPED IX2 (PER ASTM G -q26) ON CONCRETE OVER 2X6 WD. FASCIA x 1/2" GYPSUM 5EE ELEVATIONS FOR -—"�T.O. WALLBOARD OR 1/2" WINDOW H CEILING BOARD MASONRY UNIT CONSTRUCTION. BASE TRIM SELECTED BY OWNER FLOOR FINISH GORRO510N RE515TANT 5ELEGTED BY OWNER WEEP 5GREED - TYPICAL 6 MIL VAPOR BARRIER PAINT EXPOSED \ CONCRETE TO MATCH WALL SURFACE I — _+o' -O" - - - - o FINISH FLOOR o a . CONTINUOUS PERFORATED ALUMINUM, OR VINYL 5OFFIT, TYP. 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL INSULATION VERIFY 12 PER ELEVATION R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD ASSUMED FINISHED GRADE MASONRY REINFORCED TYPICAL FOOTING SEE /�\\f�\\ 5TRUGTURAL 5TRUGTURAL FOR SIZE 4 REINFORCING n N CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS NOTE: ALL ROOFING MATERIAL (PER ELEVATION) 5I-IALL\\ BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION- VERIFY ROOF SHEATHING WITH 5/8"THK GEMENT-BASED PLASTER FIN15H STRUCTURAL DRAWIN65 CONTINUOUS PERFORATED ALUMINUM, OR VINYL 5OFFIT, TYP. 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL INSULATION VERIFY 12 PER ELEVATION R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD jft ONE S -TORY MASONRY WALL 5GALE! 5/4"=I' -O" TYPICAL FOOTING SEE 5TRUGTURAL FOR 51ZE 4 REINFORCING \ff\\f/\\f\ ALL ROOFING MATERIAL (PER ELEVATION) SHALL\\%j\\%j`%f\\�\\%f\\%f\\�\\%f\\%/\ BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWIN65 ONE STORY MASONRY WALL '1 SCALE: 3/4"= I' -O" g et a G rff-�) I,IYF:I ,7 7 MASONRY REINFORCED n N CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS 5/8"THK GEMENT-BASED PLASTER FIN15H C) — Awa a' O (n (PER ASTM G -q26) ON CONCRETE 4 k MASONRY UNIT CONSTRUCTION. u1 > Z z< PROVIDE CONTROL JOINTS AS w :5 INDICATED ON EXTERIOR ELEVATIONS, TYP I/2" GYPSUM " W WALLBOARD OVER P.T. -- IX2 FURRING STRIPS 4 <m www wo? k R4.1 FOIL INSULATION X F r ' BASE TRIM SELECTED BASE TRIM SELECTED x BY OWNER BY OWNER FLOOR FINISH GORRO51ON RESISTANT FLOOR FIN15H —x SELECTED BY OWNER WEEP SIC REED - TYPICAL x 5ELEGTED BY OWNER 6 MIL VAPOR BARRIER6 PAINT EXP05ED MIL VAPOR BARRIER CONCRETE TO MATCH WALL SURFACE n —F0' - - - - I FLOOR F jft ONE S -TORY MASONRY WALL 5GALE! 5/4"=I' -O" TYPICAL FOOTING SEE 5TRUGTURAL FOR 51ZE 4 REINFORCING \ff\\f/\\f\ ALL ROOFING MATERIAL (PER ELEVATION) SHALL\\%j\\%j`%f\\�\\%f\\%f\\�\\%f\\%/\ BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWIN65 ONE STORY MASONRY WALL '1 SCALE: 3/4"= I' -O" g et a G rff-�) I,IYF:I ,7 7 ""'fll mill l rrf lyr0� \\0 Wo o urIn u rid , ! ON, ' s LL ` � *. Mr Or% AIML . . LM.. CD O N II� 0 CB �O pj -J N N 00 C9 c- J �' Z O L O li�U �I+� IVu�i�uu✓ � � II I u D E 5 1 G N www•bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: JF WALL DETAILS FIBERGLASS SHINGLES LOT i0-77 D 1. 2 C) Awa a' O (n 4 �m 0 u1 > Z z< I- w :5 W in <m www wo? ""'fll mill l rrf lyr0� \\0 Wo o urIn u rid , ! ON, ' s LL ` � *. Mr Or% AIML . . LM.. CD O N II� 0 CB �O pj -J N N 00 C9 c- J �' Z O L O li�U �I+� IVu�i�uu✓ � � II I u D E 5 1 G N www•bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: JF WALL DETAILS FIBERGLASS SHINGLES LOT i0-77 D 1. 2 GENERAL NOTES WIND DESIGN LOAD INFORMATION - FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE MINIMUM G50 ZINC COATING USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR, ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CAST IN PLACE CONCRETE PRESERVATIVE WOOD TREATER. C�) 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF OF PRESSURE TREATED WOOD. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, PREFABRICATED WOOD TRUSSES AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. (-) 28.3 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CONFORMING TO ASTM A-61.5 GRADE 40. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR THE 6".FIBERI�/IIX OF EQUAL SPECIFICATIONS MAYBE USED IN LIEU OF WWF. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED (-) 20.8 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS AT EACH END SHALL BE PROVIDED. SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE THE LATEST EDITION OF ANSI TPI 1. CENTER TO UPPER 1/3 OF THE SLAB. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 4 4 MANUFACTURER UNLESS NOTED ON PLANS BOLTS AND THREADED RODS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS: HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOF TOP CHORD: LL = 20 PSF OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153. (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PSF(SHINGLE TYPE ROOF COVER) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER) ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. DL = 14 PSF AT OVERBUILT MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL = 10 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DESIGN LIVE LOADS (MINIMUM): CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF A) FLOORS - 40 PSF 2000 PSI (fin = 1900 PSI) B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 C) DECKS - 40 PSF 3, HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". D) STAIRS - 40 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE E) ROOFS - 20 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL . PLACED IN TI-iE GENTER OF THE MASONRY CEI L WITH MIN 1/2" CLEARANCE TO SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS INSIDE FACE. HANGERS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION ATTTOP AND BOTTOM 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. MANUFACTURER'S DRAWINGS 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. FIELD REPAIR NOTES 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 1. OMITTED REBAR _ . COURSE AND FOOTING,. TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND DRILL K3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL 10: MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING 1.1. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DIAMETERS(EXCLUDING BEND). CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. STRAPS/CONNECTOR SUBSTITUTION '13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION CONCRETE CONSOLIDATION. 2X'12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY WOOD CONSTRUCTION BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR ADDITIONAL. INFORMATION.) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 4. METAL STUD SUBSTITUTION SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. WALLS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED -1/2" ALL THREAD W/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER DRILL & REGARDLESS OF SPECIES. EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1/2" J-BOLT.-TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 6. MORTAR JOINTS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL REQUIRED) BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY "EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED DESIGNED AND DETAILED BY OTHERS. TO BE EPDXIED INTO TIE BEAM OR FOOTING 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PRO"TEC"TION SHEILDS. ALL #5 VERT: REINF. IN EACH CELL, CONT. PER PLAN. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 7, OVERHANGING CMU WALL SIMPSON'HS2'STUD SHOES, TYP U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM 7. NIANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AND VERTICAL CELLS PER PLAN. CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED AND VERTICAL CELLS PER PLAN GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF NOT.: RECORD FOR APPLICABLE REPAIRS. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. STRUCTURAL STEEL 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E WOODEN TOP PLATES. OR S, Fy =-35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N ENGINEERED LUMBER BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED VALUES AS FOLLOWS: ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM COLUMNS - BEAMS = F1554 ALL. BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM.A-307 SHOP AND FIELD E 1,800,000'Ib/int U.N.O. E = 2,000,000 Ib/in' U.N.O. WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE Fb = 2500 Fb - 3000 PROVIDED TO ENGINEER OF RECORD.BEFORE FABRICATION FOR REVIEW AND - Ft- 1500 APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). Ft = 1700 FILLET WELDS SHALL BE 3/6' UNO. Fc IJ= 3000 Fc jj= 3000 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING Fc 1= 900 Fc 1= 900 PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, Fv = 285 Fv - 285 CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES, 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. CONDITION U.N.O. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CEILING CONSTRUCTION STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 1. USE -1/2" 'EILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. OTHERWISE.SPEC,IFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL, BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16':' OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE.TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" U.C. IN FIELD. - UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH - . (12.7MM) GYPSUM BOARD. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA C�) C� (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 (+) 20.2 (h) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 �� 5 5 1a al STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR ATYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 1 S LO W [--- < - SLIEET SHEET TITLE o S1 STRUCTURAL DOTES Q S2.0 FOUNDATION PL=AN '-'-I Qa S2.1 FOUNDATION PLAN S3.0 DOWEL PLA PLAN L..AN ° On 0 S3.1 DOWEL PLACEMENT LA a S4.0 FIRST FLOOR FRAMING PLA o c� m P S4.1 FIRST FLOOR FRAMING PLAN - S4.2 DOTES & CONNE.GTOR LEGEND FY �E S4.3 ROOF FRAMING I PLAN Q S4.4 ROOF FRAMING LA W W H W CD S5.0 LINTEL PLAN LL O 5.5.1 LINTEL P LAN �^�-�--•---�-_ ._-� ._._. , ,, o :\�a,� ��oobSC1 FOUNDATION DETAI9.LS 0r S D2 GENERAL DETAIL. � �.:� S C M 0 Ilk. SD3 GENERAL DETAILS Q o S D4 GENERAL DETAILS . '4°°�nF3��n�9 ��°��� ®°"�'"; J ® J iol SD5 TWO STORY DETAILS r SD6 TWO TRY DETAILS W ° S D7 PARTY WALL DETAILS o W SD8 WARTY WALL DETAILS o tOfl�, ST 1 GENERAL STAIR DETAILSLU w 1- 0 O U u pq'� SSL NUMBER. DATE DESCRIPTION 0 U 3 CREATED, 8 -UNIT AND 6 -UNIT BI...D(3S WIT H n 1 6/26/23/2014 TRADITIONAL ELEVATION > �a-_ � � ° i. O 2 'IO/14/2014 UPDATES TO BIRCH UNIT ° W' 3 1/13/2315 UPDATES PER FRAMEWALK REVI SION'�Q ❑ Z Q 0 CD L W U r O W z r' O z �rn U z UQp��' O OwzCO J J (nLY~TI_ W D QOpCr o -v D 1- T QQuzO Q LL O � 0 Q LU Q (IjQ U W E V- � NI— Z _j U N Q o I- � �' O o �- 0 z � Q W O n- Uj G] 0 Od F X 0 W o 0 o 0 W 0�l 0 W%- ®z® Q U cn U >-®LU ® ° 1- F- _j n rY STRUCTURAL ENG: BED Q DRAFTING: z-STRUCT: DP LU--- 0 QC CHECK: CC cn LU JOB No. TM -2142496 72 T SCALE: AS INDICATED F DATE: 12/16/14 1601W11116 sdANFORD �r "�rT IV COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. is strictly prohibited. --� p p Y � Y � p p � Y 0 i_ Q r> T_.• N W W W U) W Z 176'-8" _ U '�.+a,mca..sz+w:�a+.•.crosx..n�+.a:m .. ...sa.nm...ca-.v.+a�cc+�uu.. aeu.:ax�ai��car �r.m+arsu+nam^Sarva:.v..vr�:r�ra�:sa.ar++;cxrnsa+aao.rsc.+::a:mic�-ru.:.aw- samw FOUNDA-11-10N NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER.. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" C:'ONC. SLAB W/ 6x6AAJ1A AAJ1.4 WE -1 DFD ` VIRE IV1ESH ' PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO 01WM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). TWO STORY MONO WALL (U.N.O.) F-- -i 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(F TG. `TIE BEAM Z --- 22'-4" 22'-0" 22'4" 22'-0"ENDS) W/MIRE 12 BAR DIAMETER LEGS EXCLUDING BEND Cu.) EA. END. F- LAP SPLICES SHALL BE NO LESS T -IAN 25 W T-2" 16'-2" 4'-10" 16'-10" 4'-10" 16-10" 16'-10" 4'-10" 4'-10" 4, CONSULT W/MAIM. SPECIFICATIONS PRIOR TO POURING OR ❑ 6' 6" 4" 4 RECESSING DOOR SILLS: CO MF01 4 MF01 MF01 I„.11:YI 3.5 SU1 SD1 2 SD1 *IN 111 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOT AWAY FROM HOUSE. W ell Q ---- - _ --, - 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE � �- .� r -- - - SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 Ln �_-0 IIm M � - ® � - - - �wJ �_ CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Z `J -1 di _ p - I THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ❑ }-- MF08 MF08 MF08 (- I y, _j W USE ALTERNATE APPROVED METHOD. " �C - SDI SDI SDI hh m 0 (>3 U"1 MFOI MFI "1 � MF11 Q - (). � LL _ - I ). _ MF11 I I �I� I l 7. MECHANICAL EQUIP: LOCATIONS WILL BE DETERMINED BY SD1 I LD1 0 - J I SD1 U CD SU1 III ��D1 __..I 3-1/'L" MF1J o 3 "1/2" Q o co I_ oo co SD1 COMMUNITY & COUNTY CODES. ❑ 2 2 ° - °- w I - IN;9 I ,ISI 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL )3-1/2" I MF01 I MF01 I MF01 I c! } .. SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE -r � I SD1 SDI SD1�I✓r AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ILL IJ_ I INSTRUCTIONS. -_ 7!N l MF08 _ ® ® Ll --- ® ®� __-� ® ®-._____ 8 �..® -- ® ® ® - p 9• PERMITTED IN FOUNDATION. W r - - 1 NO WOOD STAKES PERMr W w IN SDI I I I I I I I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED -, _ MF11 MF01 ( MF11 MF01 MF01 MF1'1 DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC f0 u.. I SD1 SD1 I SD1 - SDI I I SD1 SU1 I DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL, PLAN FOR REQUIRED STEEL 13ENDS Z cv N ( I AND LAP SPLICE. SEE DTL MFO9 AND Ml ON SDI FOR STAN . FtU t,1i9119�pe�� w I00 I I I FOOTING STEP DOWN AND CORNER INFORMATION. * 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ': �� �•° 'Izo MF17 I MF17 MF17 MF17 ( I`• °o _ SD'1 SD1 SD1 SD1 SHALL BE ELEVATED A MIN OF 18 CON IFRACTOR TO PROVIDE SUCH ,. :' �k! 1� A Z Z - TRLI.,TION •°�. N 0:°� 01 U 13. A� U11i' Q ALLOWABLE OIL. BEARING l NJOR� C URF. Pat-T._R 0 COMPACTION: 2000 PSF (SEE SOILS REFORMANID SPECIFICATIONS � : - ®'„ .. '�`!Q® _ 0'-0" FIN. FLR I - 0'-0" FIN. FLR 0'-0" FIN. FLR 0'-0" FIN. FLR I I FOR COMPAQ TION REQUIREMENTS) IF- SOIL CONDI IONS IN THE o. � • J � �; �� � � ❑ (MF01 PROJECT DO NOT- MEET OR EXCEED THE CAPACITY THE GENERAL �, ���;>m�� ,` � 0 D'1 SD'1 MF06 - MF06 CONTRACTOR SHALL CONTACT THE ENCf�iETi: PRIOR T., s� � . � --� - I I FOUi1FaATION POUR FOR VERIFICATION OF FOUNDATION DESIGrd. ° B 3 1/2" THICK CONC. SLAB W/ 6X6 I SD1 `' 3 1/2 THICK CONC. SLAB W/ 6X6 SDI 3 1/2" THICK CONC. SLAB W/ 6X6 I I 3 '1/2' THICK CONC. SLAB W/ 6X6 .� L�� _ �, SOL. TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,0��,+���e , NI/1.4 XNl/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL COMPACTED ED fill 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY Y AS VAPOR BARRIER OVER ( - � I- I VAPOR BARRIER OVER I - I- I VAPOR BARRIER OVER I I VAPOR BARRIER OVER I I' DETERMINED BY ASTM - 1557 (MODIFIED MODIFIED PROCTOR ). u COMPACTED FILL. ( . - COMPACTED FILL. COMPACTED FILL. COMPACTED FILL. THE FOUNDATION SIZES INDICATED ON THE FOUNDA T ION PLAN HAS --1 `, CL I � ....�I ... --- it BEEN DESIGNED FOR P, MINIMUMSOIL BEARING CAPACITY OF 2000 I I I , OPS F. 4"44'-4"TIONSMG.'0 14. SITE CONDI V8' 2' U rj II+, DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE I - I STEMWALL CHART ON SDI FOR RE REINFORCEMENT AND Q " ,• fZI N PROVIDE CONDUIT lil'41 I, (-L-- I ..___ I I I I FOOTING SIZES PENDING DEPTH OF STEMUVAD . V crj U 3 1/2" I r .,«:k, nw�.cxay..:.acm..aaxea�r esaecwsawaw,r"ccsswa.,,,r rrx� W $ , � � IN SLAB FOR I 4 ,q� -�~ �! �� ^�� B ua � ��; � ,� o - I I ( I ISLAND ELECTRIC FOOTING 9 I& �d II 4 D U L n- � � O I Q a _ I I l, F08 ( I I I_---------,_ 1 11 I I SD1 I p�1F11 PROVIDE COi�1DIJC1 I PROVIDE CONDUIT ( PROVIDE CONDUIT LTfCH� _ SD'1 IN SLAB FOR NIF06 I- IN SLAB FOR I IN SLAB FOR ISLAND ELECTRIC - ( ISLAND ELECTRIC I ISLAND ELECTRIC T I � MF011 - _ I I W � \J I TWO STORY MONO WALL (U.N.O.) F-- -i 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(F TG. `TIE BEAM Z --- 22'-4" 22'-0" 22'4" 22'-0"ENDS) W/MIRE 12 BAR DIAMETER LEGS EXCLUDING BEND Cu.) EA. END. F- LAP SPLICES SHALL BE NO LESS T -IAN 25 W T-2" 16'-2" 4'-10" 16'-10" 4'-10" 16-10" 16'-10" 4'-10" 4'-10" 4, CONSULT W/MAIM. SPECIFICATIONS PRIOR TO POURING OR ❑ 6' 6" 4" 4 RECESSING DOOR SILLS: CO MF01 4 MF01 MF01 I„.11:YI 3.5 SU1 SD1 2 SD1 *IN 111 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOT AWAY FROM HOUSE. W ell Q ---- - _ --, - 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE � �- .� r -- - - SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0 Ln �_-0 IIm M � - ® � - - - �wJ �_ CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Z `J -1 di _ p - I THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ❑ }-- MF08 MF08 MF08 (- I y, _j W USE ALTERNATE APPROVED METHOD. " �C - SDI SDI SDI hh m 0 (>3 U"1 MFOI MFI "1 � MF11 Q - (). � LL _ - I ). _ MF11 I I �I� I l 7. MECHANICAL EQUIP: LOCATIONS WILL BE DETERMINED BY SD1 I LD1 0 - J I SD1 U CD SU1 III ��D1 __..I 3-1/'L" MF1J o 3 "1/2" Q o co I_ oo co SD1 COMMUNITY & COUNTY CODES. ❑ 2 2 ° - °- w I - IN;9 I ,ISI 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL )3-1/2" I MF01 I MF01 I MF01 I c! } .. SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE -r � I SD1 SDI SD1�I✓r AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ILL IJ_ I INSTRUCTIONS. -_ 7!N l MF08 _ ® ® Ll --- ® ®� __-� ® ®-._____ 8 �..® -- ® ® ® - p 9• PERMITTED IN FOUNDATION. W r - - 1 NO WOOD STAKES PERMr W w IN SDI I I I I I I I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED -, _ MF11 MF01 ( MF11 MF01 MF01 MF1'1 DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC f0 u.. I SD1 SD1 I SD1 - SDI I I SD1 SU1 I DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL, PLAN FOR REQUIRED STEEL 13ENDS Z cv N ( I AND LAP SPLICE. SEE DTL MFO9 AND Ml ON SDI FOR STAN . FtU t,1i9119�pe�� w I00 I I I FOOTING STEP DOWN AND CORNER INFORMATION. * 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ': �� �•° 'Izo MF17 I MF17 MF17 MF17 ( I`• °o _ SD'1 SD1 SD1 SD1 SHALL BE ELEVATED A MIN OF 18 CON IFRACTOR TO PROVIDE SUCH ,. :' �k! 1� A Z Z - TRLI.,TION •°�. N 0:°� 01 U 13. A� U11i' Q ALLOWABLE OIL. BEARING l NJOR� C URF. Pat-T._R 0 COMPACTION: 2000 PSF (SEE SOILS REFORMANID SPECIFICATIONS � : - ®'„ .. '�`!Q® _ 0'-0" FIN. FLR I - 0'-0" FIN. FLR 0'-0" FIN. FLR 0'-0" FIN. FLR I I FOR COMPAQ TION REQUIREMENTS) IF- SOIL CONDI IONS IN THE o. � • J � �; �� � � ❑ (MF01 PROJECT DO NOT- MEET OR EXCEED THE CAPACITY THE GENERAL �, ���;>m�� ,` � 0 D'1 SD'1 MF06 - MF06 CONTRACTOR SHALL CONTACT THE ENCf�iETi: PRIOR T., s� � . � --� - I I FOUi1FaATION POUR FOR VERIFICATION OF FOUNDATION DESIGrd. ° B 3 1/2" THICK CONC. SLAB W/ 6X6 I SD1 `' 3 1/2 THICK CONC. SLAB W/ 6X6 SDI 3 1/2" THICK CONC. SLAB W/ 6X6 I I 3 '1/2' THICK CONC. SLAB W/ 6X6 .� L�� _ �, SOL. TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,0��,+���e , NI/1.4 XNl/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL COMPACTED ED fill 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY Y AS VAPOR BARRIER OVER ( - � I- I VAPOR BARRIER OVER I - I- I VAPOR BARRIER OVER I I VAPOR BARRIER OVER I I' DETERMINED BY ASTM - 1557 (MODIFIED MODIFIED PROCTOR ). u COMPACTED FILL. ( . - COMPACTED FILL. COMPACTED FILL. COMPACTED FILL. THE FOUNDATION SIZES INDICATED ON THE FOUNDA T ION PLAN HAS --1 `, CL I � ....�I ... --- it BEEN DESIGNED FOR P, MINIMUMSOIL BEARING CAPACITY OF 2000 I I I , OPS F. 4"44'-4"TIONSMG.'0 14. SITE CONDI V8' 2' U rj II+, DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE I - I STEMWALL CHART ON SDI FOR RE REINFORCEMENT AND Q " ,• fZI N PROVIDE CONDUIT lil'41 I, (-L-- I ..___ I I I I FOOTING SIZES PENDING DEPTH OF STEMUVAD . V crj U 3 1/2" I r .,«:k, nw�.cxay..:.acm..aaxea�r esaecwsawaw,r"ccsswa.,,,r rrx� W $ , � � IN SLAB FOR I 4 ,q� -�~ �! �� ^�� B ua � ��; � ,� o - I I ( I ISLAND ELECTRIC FOOTING 9 I& �d II 4 D U L n- � � O I Q a _ I I l, F08 ( I I I_---------,_ 1 11 I I SD1 I p�1F11 PROVIDE COi�1DIJC1 I PROVIDE CONDUIT ( PROVIDE CONDUIT LTfCH� _ SD'1 IN SLAB FOR NIF06 I- IN SLAB FOR I IN SLAB FOR ISLAND ELECTRIC - ( ISLAND ELECTRIC I ISLAND ELECTRIC T I � MF011 - _ I I LL U O p O I o Cs 1 12"x12"x12" d w/ #5's a7 6' O.C. EA. WAY G o 0 0 24"x24"x12" dp w/ #5's @ 6" O:C, EA. WRY O v`l4h (n G V `' o _ 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY PROVIDE L - _ WATER LINE �W Lu FOR ICE MAKER I �I I LEI IIj! '� X25 30"x30"x12" dp Fav/ #5's @ 6" O.C. EA: WAY��llU�X� I ( l - '% Mn�3 I ullli� i1 (Frei / . 7) -.00 ' �SD131 1 I I I %` �� _ (- �G•bJ s� xs� x 14up wi5 s ecu n v.�. cm. vvrlr NATER LINE v I- PROVIDE I'. WATER LINE WATER LINE _._...._�- ❑ Z PROVIDE PROVIDE FOR ICE MAKER ( I -I FOR ICE MAKER - -- FOR ICE MAKER I I - _-___ II,'__�___ -LL v ` 36"x36"r12" d w/ #5's C( 6" O.C. EA. WAY u� _j`L Wc!) vz 0n�) 2'-3" U o- o. rcy O w m VIF03 - �„ `\N I T MF03-------MF03 �.------------ 3.� :}2 x42"x'I2"dP W/ #5's CJ 0" U.C. EP,: WAY O 00 W z w ' SDIrM IF I SDI SD013 I - f -I _ I "nitirl „\ ` 4 48"x48"xI2" dp w/ #t.5's @ 6" O.C. ISA. WAY v LU Z _ ." l I -I - -- o I -5-1/2.. N 4 (wW)5 \�/ ❑ {- cn N f -a r- U) �q/4.5 54'104"x16" dip vv/#•5's ), 6" O.C. EA, WAY w W 4 r- z MF06 MF03 I \ _ 0 Q w zz O I3'-2" 14'-10" 4' 4" 11' 8" 11 -8'5%' 60 °x60°x16" tip ',r1/#5's C 6" O.C. EA. WAY Lli0 O o = U- � L MF03 I MF03 I I ---- - -T Z L Ll : a" Q Q w N J Q O n � .LD1 I SD1 � I f '° 0 0 LL • MF18 I MF18 - -)5-I/2" I - - 5-1/2" SD1 U W 6'-2" MF02SIM �n W 0 j--_ - o cp Xh'il I I� SYMBOLSLEGEND U) ILLI 3.5 I a 3.5 I I I III 00 -'�srmmenpn,�xws..,,+�su�+us+ 0 I I 1 - I c- 111..1 �"• 0 3 INDICATES GRO T FILLED ,ELL WITH 1 VERT. #5 CONT FTG. U _ MF18 (MF MF11 (MF 1) MF11 � I� W ( <,I!,II , � BE - r SD1 I SDI I SD1 I I SD1 SD1 I P' TO TIE AM I di Z f -I 41MM z 9-1 __ 0 INDICATES GROUT FILLEDCELL WITH (2) VERT #5 CONT: FTG. QMF02 VFJ'3� 1 00 - lTO TIE BEAM.3 f�® _ -.... (' ❑��I���® �_ 0 I It v F MF19 SDI I Z SD1 - 6' - --- © INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. _ c� a oc, 3-1/2.. 8'-10" c7 D _ �B I I -._.... -- W ® AI I 4" 1 - 3-1/2" CD CL a I _ Lel I I------ �7 � � 0 --•-- f I `- _ _ �' � ski �J� - _ 1/2" J -BOLTS 6" FROM EACH END OF WALL AND p z (-) ( ° 32" O.C: (6" MIN. EMBED) U.N.O. MF13 MF02 MF13 MF13 Ml U � 3 I/2" MF08 MF02 MF02 MF02 2 SDI I-- ___-- SD1 MD01 Q SDI SU1 I I SD1 - ifl - _ _ SD MF01 0 MF08 SD1 SD1 q MFOI o MF08 _ FT � SD2 MD01 Ir°iJIN.a�J V'1',il,;. U -- SD1 SD1 5D1 SD1 `N� �'�jj 2.5 c9 SD2 p. 1 2.5 � a✓ � o Its' F08 0 0 0 I MD01 MD01 MD01 MD01 MD01 MD01 SD1 zz7 ED2SD2 SD2 Sl SD2 SD2 6" 4" w � ® � 2'-2'.' 161-011 4'_2' 2'-2" 8. 0.. 2.2 ° 3' 8 5'-9y2 2'-2" 8,-0„ 2'-2" 3'_8„ 6'-0„ 9,_4,° 1'-10" 8'-0" 2'-0" 1 2Y2° W 12' 4°° 9'-5�2" 12'-4" 9'-8" 10'-2" 11'-10" 1 � �� <.. _----- --- 0 i 22'-4" 22'-0" v 22'-0" 22'-0" 176'-8" W STRUCTURAL ENG BED TWO STORY MONO WALL (U.N.O.) < DRAFTING. z STRUCT: DP W O QC CHECK: CC Cn.. __. _..., . ...... _ ,. _ _ _ . LU -765 1 1 T JOB No. TM -2142496 SCALE: AS INDICATED VJILD4,, DATE. 12/16/14 OUNDATION SAN�Q�� 1/4"=1 1-011 oRiTMES2.0� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. Elj// \J I LL U O p O I o Cs 1 12"x12"x12" d w/ #5's a7 6' O.C. EA. WAY G o 0 0 24"x24"x12" dp w/ #5's @ 6" O:C, EA. WRY O v`l4h (n G V `' o _ 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY PROVIDE L - _ WATER LINE �W Lu FOR ICE MAKER I �I I LEI IIj! '� X25 30"x30"x12" dp Fav/ #5's @ 6" O.C. EA: WAY��llU�X� I ( l - '% Mn�3 I ullli� i1 (Frei / . 7) -.00 ' �SD131 1 I I I %` �� _ (- �G•bJ s� xs� x 14up wi5 s ecu n v.�. cm. vvrlr NATER LINE v I- PROVIDE I'. WATER LINE WATER LINE _._...._�- ❑ Z PROVIDE PROVIDE FOR ICE MAKER ( I -I FOR ICE MAKER - -- FOR ICE MAKER I I - _-___ II,'__�___ -LL v ` 36"x36"r12" d w/ #5's C( 6" O.C. EA. WAY u� _j`L Wc!) vz 0n�) 2'-3" U o- o. rcy O w m VIF03 - �„ `\N I T MF03-------MF03 �.------------ 3.� :}2 x42"x'I2"dP W/ #5's CJ 0" U.C. EP,: WAY O 00 W z w ' SDIrM IF I SDI SD013 I - f -I _ I "nitirl „\ ` 4 48"x48"xI2" dp w/ #t.5's @ 6" O.C. ISA. WAY v LU Z _ ." l I -I - -- o I -5-1/2.. N 4 (wW)5 \�/ ❑ {- cn N f -a r- U) �q/4.5 54'104"x16" dip vv/#•5's ), 6" O.C. EA, WAY w W 4 r- z MF06 MF03 I \ _ 0 Q w zz O I3'-2" 14'-10" 4' 4" 11' 8" 11 -8'5%' 60 °x60°x16" tip ',r1/#5's C 6" O.C. EA. WAY Lli0 O o = U- � L MF03 I MF03 I I ---- - -T Z L Ll : a" Q Q w N J Q O n � .LD1 I SD1 � I f '° 0 0 LL • MF18 I MF18 - -)5-I/2" I - - 5-1/2" SD1 U W 6'-2" MF02SIM �n W 0 j--_ - o cp Xh'il I I� SYMBOLSLEGEND U) ILLI 3.5 I a 3.5 I I I III 00 -'�srmmenpn,�xws..,,+�su�+us+ 0 I I 1 - I c- 111..1 �"• 0 3 INDICATES GRO T FILLED ,ELL WITH 1 VERT. #5 CONT FTG. U _ MF18 (MF MF11 (MF 1) MF11 � I� W ( <,I!,II , � BE - r SD1 I SDI I SD1 I I SD1 SD1 I P' TO TIE AM I di Z f -I 41MM z 9-1 __ 0 INDICATES GROUT FILLEDCELL WITH (2) VERT #5 CONT: FTG. QMF02 VFJ'3� 1 00 - lTO TIE BEAM.3 f�® _ -.... (' ❑��I���® �_ 0 I It v F MF19 SDI I Z SD1 - 6' - --- © INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. _ c� a oc, 3-1/2.. 8'-10" c7 D _ �B I I -._.... -- W ® AI I 4" 1 - 3-1/2" CD CL a I _ Lel I I------ �7 � � 0 --•-- f I `- _ _ �' � ski �J� - _ 1/2" J -BOLTS 6" FROM EACH END OF WALL AND p z (-) ( ° 32" O.C: (6" MIN. EMBED) U.N.O. MF13 MF02 MF13 MF13 Ml U � 3 I/2" MF08 MF02 MF02 MF02 2 SDI I-- ___-- SD1 MD01 Q SDI SU1 I I SD1 - ifl - _ _ SD MF01 0 MF08 SD1 SD1 q MFOI o MF08 _ FT � SD2 MD01 Ir°iJIN.a�J V'1',il,;. U -- SD1 SD1 5D1 SD1 `N� �'�jj 2.5 c9 SD2 p. 1 2.5 � a✓ � o Its' F08 0 0 0 I MD01 MD01 MD01 MD01 MD01 MD01 SD1 zz7 ED2SD2 SD2 Sl SD2 SD2 6" 4" w � ® � 2'-2'.' 161-011 4'_2' 2'-2" 8. 0.. 2.2 ° 3' 8 5'-9y2 2'-2" 8,-0„ 2'-2" 3'_8„ 6'-0„ 9,_4,° 1'-10" 8'-0" 2'-0" 1 2Y2° W 12' 4°° 9'-5�2" 12'-4" 9'-8" 10'-2" 11'-10" 1 � �� <.. _----- --- 0 i 22'-4" 22'-0" v 22'-0" 22'-0" 176'-8" W STRUCTURAL ENG BED TWO STORY MONO WALL (U.N.O.) < DRAFTING. z STRUCT: DP W O QC CHECK: CC Cn.. __. _..., . ...... _ ,. _ _ _ . LU -765 1 1 T JOB No. TM -2142496 SCALE: AS INDICATED VJILD4,, DATE. 12/16/14 OUNDATION SAN�Q�� 1/4"=1 1-011 oRiTMES2.0� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. �k r12 90" 2, 0 176'-8" TWO STORY MONO WALL (U.N.O.) \< FOUNDATION NOES: LO w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE 1— 4 LAPPED MIN. 6" AND SEALED. < 2. PROVIDE 3-1/2 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH ® r PLACED AT MID DEPTH ON 6 MIL. VAPOR,BAR.RIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP &BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDINGBEND EA. END. 1 LAP SPLICES SHALL BE NO LESS THAN 25". Z 0 N 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR — RECESSING DOOR SILLS: 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. O (� W 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) ,L CONTROL .JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE _Z U > THICKNESS OF THE SLAB. FILL CUT VV/APPROVED JOINT MATERIAL OR C) (D � USE ALTERNATE APPROVED METHOD; = LLJ � 7, !MECHANICAL EQUIP. LOCATIONS WILL. BE DETERMINED BY COMMUNITY & COUNTY CODES. Q 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE= THE FINISHED GRADE AND SHALL. ALSO CONFORM TO THE I'rANUFACTURE:R'S1NSTALI>'\TION i LL. INSTRUCTIONS. Q 9 NQ WOOD STAKES PERMITTED IN FOUNUATIOIN, (v W IW 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVETO BE STEPPED Ir CD DOWN. SEE SHEET SD1 FOR ADDITIONAL. INFORMATION. GC TO W DETERMINE STEP LOCATIONS IF REQUIRED O 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BEDS , AND LAP SPLICE SEE DTA- MF09 AND MF10 ON SD1 FOR STANDARD z �o���'y�ll �lgl�pd"0' IJ FOOTING STEP DOWN AND CORNER INFORMATION. n•••® d 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE f> W g� • ,, t W_ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROS/IDE SUCH 4 gr 0 ° Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTIONwvt &I Uj �� m � < U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER® �" � _j COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ° '��; � �4,,ti!, 0" FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL�� •®®®' '0 `� Q 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �iiQ�.,®'' """j FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ` ®ddp l '11�A�`���,' , W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS W DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS J BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. � 0 14, PENDING SITE CONDITIONS IF STEMWALL IS REQUIRED, C.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 � ��. STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q FOOTING SIZES PENDING DEPTH OF STEMWALL 6 r>0 FOOTING SCHEDULE o 7 , 12"x12"x12" dp w/ #5's @D6" C,C . EA. WAY WO H ti .� -- v C05� a'2,� 24.'x24"x12 dp w/ #5's C 6" O.C. EA. WAY O • �lti C ,✓ U) 0 — — _ O f P - " C9.3 28"x28"x12" dp vk;/ #5's (aJ 6" O.G. EA. VJAY W 2.5 3(J"x30"x12" dp w/ 416> 5's Ca) 0" O.C. EA. WAY 0 7 <2'66 32"x32"x12" dp w/ #5'S @ FJ," O.C. EA; WAY z 3 36"x36"x12" dp vd/ #5':3 ( 6" O.C. EA. V AY �0_/n� � o 3,5� 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY ( z � J O F- z LL °' C� Q ° C4 `,`1 48"x48"x1 r dp w/ #5's @,6" O.C. EA. WAY OU z 00 d Q ( co ,4.� 54"x54"x16" dp w/#5's @ 6" O.C. EA. 'NAY2 I— ( O O U) ct zI-1�-ww Z F- /� F_ O �awz0 5� 60"40"x16" dp w/#5s @ 6" O.C. EA. WAY U p a \/ W Q uj Q Z O W N .—I O U ~ 0 O LjL U Z IW SYMBOL& L„E co --- U) O_ INDICATES GROUT FILLED CELL WITH ('l) VERT. #5 CONT. FTG. TO TIC BEAM ('.6'-8" O.C. MAX U.N.O.). 7 0 ' INDICATES GROUT.,FILLED CELL WITH (2) VERT. #5 CONT. FTG:, t z TO TIE BEAM. z W P1 INDICATES GROUT FILLED CELL_ VVITH NO REINFORCEMENT. - �!! p� a 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 0 32" 0,1C, (6" MIN. EMBED) IJN.O. F=Z 0 J,o o 00 C/) 0 Z ® SQ o w ®� O F- F; U 0- U) STRUCTURAL ENG: BED Q DRAFTING: F- Z-STRUCT: DP (n QC CHECK_ CC W JOB No. TM -2142496 = SCALE: AS INDICATED DATE 12/16/14 �°°' avILD N I I SAWQlti) - .._ 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WIVIR & ASSOCIATES, INC. is strictly prohibited. lam. FOUNDATION NOES: LO w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE 1— 4 LAPPED MIN. 6" AND SEALED. < 2. PROVIDE 3-1/2 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH ® r PLACED AT MID DEPTH ON 6 MIL. VAPOR,BAR.RIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP &BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDINGBEND EA. END. 1 LAP SPLICES SHALL BE NO LESS THAN 25". Z 0 N 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR — RECESSING DOOR SILLS: 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. O (� W 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) ,L CONTROL .JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE _Z U > THICKNESS OF THE SLAB. FILL CUT VV/APPROVED JOINT MATERIAL OR C) (D � USE ALTERNATE APPROVED METHOD; = LLJ � 7, !MECHANICAL EQUIP. LOCATIONS WILL. BE DETERMINED BY COMMUNITY & COUNTY CODES. Q 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE= THE FINISHED GRADE AND SHALL. ALSO CONFORM TO THE I'rANUFACTURE:R'S1NSTALI>'\TION i LL. INSTRUCTIONS. Q 9 NQ WOOD STAKES PERMITTED IN FOUNUATIOIN, (v W IW 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVETO BE STEPPED Ir CD DOWN. SEE SHEET SD1 FOR ADDITIONAL. INFORMATION. GC TO W DETERMINE STEP LOCATIONS IF REQUIRED O 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BEDS , AND LAP SPLICE SEE DTA- MF09 AND MF10 ON SD1 FOR STANDARD z �o���'y�ll �lgl�pd"0' IJ FOOTING STEP DOWN AND CORNER INFORMATION. n•••® d 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE f> W g� • ,, t W_ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROS/IDE SUCH 4 gr 0 ° Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTIONwvt &I Uj �� m � < U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER® �" � _j COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ° '��; � �4,,ti!, 0" FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL�� •®®®' '0 `� Q 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO �iiQ�.,®'' """j FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ` ®ddp l '11�A�`���,' , W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS W DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS J BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. � 0 14, PENDING SITE CONDITIONS IF STEMWALL IS REQUIRED, C.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 � ��. STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q FOOTING SIZES PENDING DEPTH OF STEMWALL 6 r>0 FOOTING SCHEDULE o 7 , 12"x12"x12" dp w/ #5's @D6" C,C . EA. WAY WO H ti .� -- v C05� a'2,� 24.'x24"x12 dp w/ #5's C 6" O.C. EA. WAY O • �lti C ,✓ U) 0 — — _ O f P - " C9.3 28"x28"x12" dp vk;/ #5's (aJ 6" O.G. EA. VJAY W 2.5 3(J"x30"x12" dp w/ 416> 5's Ca) 0" O.C. EA. WAY 0 7 <2'66 32"x32"x12" dp w/ #5'S @ FJ," O.C. EA; WAY z 3 36"x36"x12" dp vd/ #5':3 ( 6" O.C. EA. V AY �0_/n� � o 3,5� 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY ( z � J O F- z LL °' C� Q ° C4 `,`1 48"x48"x1 r dp w/ #5's @,6" O.C. EA. WAY OU z 00 d Q ( co ,4.� 54"x54"x16" dp w/#5's @ 6" O.C. EA. 'NAY2 I— ( O O U) ct zI-1�-ww Z F- /� F_ O �awz0 5� 60"40"x16" dp w/#5s @ 6" O.C. EA. WAY U p a \/ W Q uj Q Z O W N .—I O U ~ 0 O LjL U Z IW SYMBOL& L„E co --- U) O_ INDICATES GROUT FILLED CELL WITH ('l) VERT. #5 CONT. FTG. TO TIC BEAM ('.6'-8" O.C. MAX U.N.O.). 7 0 ' INDICATES GROUT.,FILLED CELL WITH (2) VERT. #5 CONT. FTG:, t z TO TIE BEAM. z W P1 INDICATES GROUT FILLED CELL_ VVITH NO REINFORCEMENT. - �!! p� a 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 0 32" 0,1C, (6" MIN. EMBED) IJN.O. F=Z 0 J,o o 00 C/) 0 Z ® SQ o w ®� O F- F; U 0- U) STRUCTURAL ENG: BED Q DRAFTING: F- Z-STRUCT: DP (n QC CHECK_ CC W JOB No. TM -2142496 = SCALE: AS INDICATED DATE 12/16/14 �°°' avILD N I I SAWQlti) - .._ 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WIVIR & ASSOCIATES, INC. is strictly prohibited. �t ...._ ALI D• J V u�l l � I C� W W ® C/) W z U SYMBOLSLEGEND LO W R INDICATES GROUT FILLED CELL WITH (1) VERT. #6 CONT. FTG, 4 I'O TIE UEAM ( O.C. MAX U.N.O.).' a r 0 INDICATES, GROUT FILLED CELL WITH (2) VERT. #6 CONT. FTG. TO TIE BEAM. P1 INDICATES GROUT FILLED CELL vviTH NO REINFORCEMENT. � z Q 7D 1/2" J -BOLTS 6" FROM EACH END OF WALL AND �0 � 32" O.C. (6" MIN. EMBED) U.N.O. � OLd � C) ,r _ ®_ C� fW Z U W D Co Q Q) 1 E O L i CD LL O N T LJ F I� O W O i Z,��aaaalllaa!/��� u Q oma`84,11 ®�4 . L0N c� � t 0 y i v;`® �Q o P J 'L I� W n � O p O � ,, • i C0 U �IIgIV{Iy}' �j�J O �i O F— O p, z \\ U Q r c O Uo � � LL `1 (q ZAl Ov CJ Z G O o [L fn W V (Dy �y vJ Q U)LL- — o U)(U o O W z6'`—� F— < ( QOM U Z U 1-- 0 o O 0 Wz`0 �L (1)�Z�o WD QOO�v F- Z Z 1T---~ UJ B � < W Z 0 U a -!a - w,W I�- U- ry Cq z J Q W < O g . - l � z LLI cry 0 a z o Z ,o � 00 o � z S �3 ILL] O 'r Q Z z 0 F- W o e F- O W I- W ® Z C:) Q 12 - STRUCTURAL ENG: BED �[ DRAFTING: z STRUCr: DI? �W ,� Q' CFIECK: CC 7 6 5 ffl ".+— rq J 2 , , W'W JOB No. TM -2142496 .. SCALE: AS INDICATED -- �V��/�1jC DATE: 12/16/14 DOWEL LSANFO Ra, 1 /4 1'-0"63,0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. 4 1 n" 4 n" SYMBOLSLEGEND LO W r M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT" FTG. < TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). qs INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT, FTG. TO TIE BEAM. — — — - — — - J © INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z � W N • 1/2 J -BOL TS 6" FROM EACH END OF WALL AND w Z — 32" O.C. (6" MIN. EMBED).U.N.O. p � O �- O a_ 0 U (D (/J z a U) >< LLJ x ren Q (� O � E O W1: LL Q CN > !?J W U- 0 U) p JPt�rlr�i®!/ w 0p {� 2 sem, J �` ww6��pa^LaD•pwy' "'u. LL OSS' X04 lVW'j"Oveagl �g. J Q u- � rrrrr� LU J O O U ❑ ION,M U P'i;ih'Ili LU O z° D-- U U r- — < a o U Q W OU • lv - - U) O O a. Q rr gUllpjy DATE: 12/16/14 DOWEL LAYOUT PLAN 1/4"=1 S3.1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited: _ Q t� U) �- b (80 W � *z�, °WC� O 0 L11 z LL QOM o��' Z U I-- 0 00 J J �ryZ�(D Iz- ,� U) C) :C � I— W O =) I -- pu�da W Q U W I'_ LL�N J 0W < <J O O U I-- Q z w � o W o - D- 0 o M z W0 a� o z r 17 - . O i LLI w O W � 0 U STRUCTURALENG: BED Q DRAFTING: - -STRUCT: DP �. / 7 2� � a 7 �1 5 � QC CHECK: JOB CC ,y No. TM -2142496 SCALE: AS INDICATED gUllpjy DATE: 12/16/14 DOWEL LAYOUT PLAN 1/4"=1 S3.1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited: N81 1 SD5. @ 24" O.C. rw� 50 54.2 WS13 SD5 121 NS 11 SD5 tet' cn 9 w 1 �- W ® ' z � J _ -- U 1 w -0 W LU LUZ .ice W0 Q. C O 0- 0 MD03 MD03 1 (D 0� L WS10 SD2 SD2 1 ca U) SD5 0 0 0 o a- Ly-BF01 (Y a a BF01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -� SD5 SD5 Col T PW03 Jj O M F01 Lao -2)A BF02 BF02 BF02 r BF02 WF06 I _- _ --- U- D I SD7 T SD7 - U- L -- T S D7 I ! SD u- Li LL U- I r.L_ S D 3 II o - U LL SD7 II— � q 0 F014rBI N j SIM )WF15 - LD04 I SIM )WF15 LD04 I )�PWO3 LD04 : L1_' o 1 (, SD6 2 SD6 SD6 2 SD6 SD7 SD6 2 il'l LL - 11 O F01 ,, I _ I J -U- cn e RF02 F03 - -RF'— 7 F13CO3 _ __ 3_ -- RF02 ®{ -- --_ — d -, 3e JJJ��O Q F01 02 p oea!!l9e9iJ W III ' _ N W503Ln M 0 T F01 SD5 '-L- F13 3 � MD03 4 r �,�`� �� � i� � �; �' �, �, z z SD2 F13 SD2 , \ 0 �• W ,\ (U -- w ° F17 piE hu FO� _ I F13 _ F13 ®III ®,gra: �1! Q Y "ti Y " d - PW02 I PW02 PW01 F17 st C°Y,Qo®o�;Y4®°"Y O SD7 F13 SD7 I F13 SD7 � �i LL - I JAI BI!!!!®•';<. F -- F17 l W L WF06 _ I I c B - F14 g F14 F17 J Dl -- c -r F 1 0 ".. , ' BW1 I B\/V1 F17 ©PI.. + � F14 ---- L F14 F17 a Illi lih ffa o hrl F02 A - - -. - - - - h 0. U O - - --- __--- F13 q _--.__ F13 �IIIIII -4r ; o _. - - F17 .W --- I - - - F16 I ----- F16 V- v LL _ F03 — B3 5x1 -=-- - I lil; O O 'hhI11,'� III'Ih!iVPll'li 4 ��`� a) ca :... F 17 (0 F17 B W 1 T _ z ♦��C' ED PWo2 � I � - _ Ilil o F0� - _...__ u) q _ � _ I i F17 ' �F06 — —_ SD7 F17 F17 0 F17 'O - - - -- - Quo IM F17 F17 / 1!'''I lu' -.I n F17 \X/I i�u Ldi F0 6 F17 _ ---- F17 I-. l�J I El SQ D3 F07 F07 _ F_ --- F 17 1- �iil. l _ _.--- F17 FT7 U) 'I�' . . E0Fol - -FOFi -� F17 l� / \ I F17 I /�\ �:; PP�� � U Q �JIll _�_ III; , ,, - _ F -- F17 O w �z�' F07 Fop F17 F17 C� Q O l '^ (x0F21 � -- :_..----- ------ _ _ z o hi�t-t o N ; O 1- ON F09 - F17 n F17 _ ,+ J a LU Q O p T :E 2EF22 � z � Q � F09 0 F17 WS03 O wa F17 �' BW1 SD5 :E `' l F02 I I f N - F22 - N ,i, F J F17 I F17 I I G Wz 0 W < - W01- F22 N O - PW01 I U F02 SD7 F17 I O SD7 F17 I - -- - RF04 _ LLI F02 l a I F17 I F17 WS03 III Ca Z SD5 WIz— U) 991 F02 WS03 ____— —0 O - a: Iii 0 SD5 I F17 F17 l 1' PW02 .._ prh - - - _- z z F02 'Illi ✓I F17 �� F17 �� O z -1 SD7 ISI M D03 WF15 LD04 SD2 WF15 LD04 I MD03 O 00 i D S 2 F02 F17 SD6 SD6 SD6 SD6 'I : o N N N N N N N N N of LL LL LL LL LL LL LL LL LL (� 8 ®III girl W F02 19 5 N - ® — ® '.'s I- X RF03 � � MD03 z F02 WFW RF03 WF06 SD2 z SD3 o WSML� � � �®Z®F19 - F19 BF03_WF15 �- WF15 � . � LD02 lulLLI F02 f 7 �a I SD6 �I SD6 O � � e RF01 - ` I F20 y F20 Nr �r v 1 1- 0 0 WS1 0 C) Q o 0 0 G1 ~C F20 1 -� -� cD w WS 11 I ° r. o0 00 0o rn WF15 WF'15 SD5 I F20 SD5 ! LL u u u i i z F _ _ -,— — __ _._ - -_ f1 B2x12 H WS13 _ SDS aD6 - � Z t o 1 - —.:_ -- _� C04 C04 CD o 0 0 0 0 0 (n I U i { L- LL LL�_ i ii MD03 WS10 1 SD2 WS10 WS'13 SD5SD5 BF04 CANTILEVER BEAM FOR END 1 U SD5 SD7 TRUSS W STRUCTURAL ENG: BED Q DRAFTING: �! �. +�7 �' " u STRUCT: DP - -. CIC CHECK: CC w JOB Na TM -2142496 FIRST F FRAMING SCALE: AS INDICATED 1-011 �U1LD�,VC � DATE: 12/16/14 - 1/4�� =1 SANFC)Rd i NOTE. SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. p p Y Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. a S c! vJ W W - �(j) W G 771 FIRST FLOOR FRAM IM T— < �. J Z V W /1 LU �7 0LLI O Ll 0 ❑ T) m ioO a Q N W LU W a.. - W aLn o��eti*,t4atalo®o� W C Z Z 6 L W O U\ ` -IJ U ° I— LU � i� Z W U r>0 ¢ o ILL cn Oo�S v O Z O IL LLI tx F- U ' ❑ r- o OU `- Q � 0 loll Z � r Ljj Z ® �OZI—��` a ds I.- Z ¢0��,� UZ OF ❑C7� O U) J J (1) W D ¢O0 x= �n z Cl Wu z z Q���-Z 0a¢WZ0 o�°a W Q vj ¢ U w0 LL o I- o �L"¢ U �-- U— U W fLO (� F Z z O 0 J 00 E�] W 0 F Z cn O 0 C-) w C5 W-) SMO U Q. STRUCTURAL ENG: BED ....� ¢ DRAFTING:. .g wy �r ) 1 / 6 5 1 5 7 ! iL Z-STRUCT: DP W- -- --- QC CHECK: cc EE JOB No. TM -2142496 - ING' T- SCALE: AS INDICATED -- ~ DATE: 12/16/14 IQ A N n T CC. ® o aFor�p EE PAGE S4 2 �®� N®TES AN �®NNE�T®� LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM 8W1 16' (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS •1160 plf MID -SPAN PLATE BW3 16'' 1/2" THREADED ROD Co 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW4 17 (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN LVL COLUMN. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN H10A-2 1245 BWf> '12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. PT. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID 16d NAILS H5.5x,1'1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)�" EPDXY ANCHORS w/ 16d NAILS HEADER SUPPOft F #JACrKS/KINGS REWD. C OPENING 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS EA, END KINGS @ EA. END G V-0" TO T-11" 1 GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2_x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.G. 3. CONNECTORS ARE TO BE INSTALLED cv EA. STUD U.N.O. 4. IF BEARING WALT: IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) '10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8, %" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x'I/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BVV4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER. @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHF_ARWALI INFO. AND DETAILS._ HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/' -"FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) { D j 2 161 NAILS H2x8 (2)2x8 #2 SYP,,v/!" FLITCH PLATE ATTACH KING STUD TO HEADER vv/(8) G 7 (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 .(2)2x12 PLATE 16d NAILS H3.5x5.5 2 '1.75"x5.5" LVL O ATTACH KING STUD TO HEADER w/(6) <8>5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER vv/(8) H10A-2 1070 H10A-2 1245 16d NAILS H3.5x9.5 (2)1.75"x9.5" LVL ATTACH KING STUD TO HEADER w/(10) OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID 16d NAILS H5.5x,1'1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)�" EPDXY ANCHORS w/ 16d NAILS HEADER SUPPOft F #JACrKS/KINGS REWD. C OPENING 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS EA, END KINGS @ EA. END G V-0" TO T-11" 1 1 T-0" TO 8'-0" 2 2 $ T ANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS,MININIUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED v//OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL \/•JF08/SD4. 3. NAIL,HEADER PLIES (INCL UDING LVLs) TOGETHER USING (2) ROWS OF '10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP-LOADED..HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE, 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.U.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COPYRIGHT MCD 2014: The information co COLUMN SCHEDULE <A>(2)2X4 SYP #2 BUILT UP STUD COLUMN <B>(3)2X4 V SYP#2 BUILT UP STUD COLUMN <C> (4)2X4 SYP92 BUILT UP STUD COLUMN { D j (2)2X6 SYP#2 BUILT UP STUD COLUMN �E (3)2X6 SYP92 BUILT UP STUD COLUMN .148" x 34' (2)2X8 SYP#2 BUILT UP STUD COLUMN G 7 (3)2X8 SYP#2 BUILT UP STUD COLUMN H j 4x4 SYP#2 POST <J/\ 6x6 SYP#2 POST ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S 8x8 SYP#2 POST FRAME TO CMU 3-1/2"x3-1/2" LVL COLUMN. <8> 3-1/2"x5-1/4" LVL COLUMN. C N> 3 -1/2"x7" LVL COLUMN. 0 3-1/2"x9-1/2" LVL COLUMN. < Q> 5-1/4"x5-1/4" LVL COLUMN. <8>5-1/4"x7" LVL COLUMN. S� 7"x7" LVL COLUMN. (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4�" STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & II" EPDXY ANCHOR w/MIN. 6' EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)�" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL META16 w/(7) 10dx12 NAILS OR 8d .131" x 22" 10d .148" x 3" 12d .148" x 34' '16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) META16 w/(7) 10dx12 NAILS OR U FRAME TO CMU 1450 1450 l -J META20 w/(7) 10d x 1-z'" NAILS TO MASONRY: SIMP. HU48 OR HUC48 2x B8 WITH 1/2" FLITCH 4 „ �� (14)_ � w/(6)10d NAILS & � x2 4 (2)META16 16 OR 2 META20 PLATE TAPCONS 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (2)ply 1900 (1)ply 1985 (2)ply 1900 (2)ply TRUSS (12) 16d x 1Z" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS H10A w/(18)10d x 12-" NAILS OR WITH 1/2" FLITCH H10A 1015 H10A 1340 PLATE (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4�" HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 H2.5A w/(10)8d FRAME TO FRAME 535 600 7D MTS 12 w/(14)10d x 12 NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN.El FRAME TO CMU 3140 3140 5" EMBEDMENT (10) 10d NAILS B3.5x11.875 HTT4 w/(18)16d x 2Z" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 NAILS & (18)4'x23" TAPCONS SET EPDXY MIN. 7" EMBEDMENT ON MASONRY: SIMP. META16 10 R HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6`280 6280 EPDXY MIN. 5" EMBEDMENT (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL 11 HTSM16 w/(8)10d NAILS & (4) 1"x 21" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 1.5 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. '1290 1300 EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 3jIRDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1 ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP, META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)124 TOENAILS. 5. ALLTRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META'16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. SEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS2 0 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 2x B8 WITH 1/2" FLITCH 4 „ �� (14)_ � w/(6)10d NAILS & � x2 4 PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS 82x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x23" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x23" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x'11.25 (2)1.75"x11.25 --LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. FIU410 OR HUC410 w/(10)10d NAILS & (18)4'x23" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25xl6 (3) 1.75 x16 LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ® r ELEVATIONS FOR BEARING HEIGHTS: 3. TRUSS SPACING SHALL BE 24 O. �. MAX. ULESS OTHERWISE NOED . .__-- CONVENTIONAL FRAMING SHALL BE 16" O.C.MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NOWBEARiNG WALLS Q AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ Nz SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS W � BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOATED VAJILL. BE LU CONTINUOUS FROM FLOOR TO CEILING, 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERA T IONTO TIHE FOLLOWING O Q_ O ADDITIONAL LOADS: V , A) ALL CEILING HUNG SOFFITS AND SOFFITS (_j > WITH CABINETS AS SHOWN ON PLANS. p U) Q L B) ATTIC LOCATED HVAC UNITS AS SHOWN ON J PLANS. J L! 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m � � OF ALL HARDWARE BEFORE INSTALLATION. p 8. IT IS REQUIRED TO BRACE AND BLOCK PER SCSI 1 .CURRENT EDITION. IN p ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. LL L. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. o THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY o TRUSSES = W 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE U_ THE GARAGE. /0 � e011'1411/ 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT - HAS BEEN v PROVIDED BY A TRUSS COMPANYTO USE FOR THE DESIGN OF THIS PROJECT �1a �I OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO mow° CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP'GP °;09I :0 W DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R,) FOR REVIEW®o Z Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE _ Cq PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS� SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR 4 otC a TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS °" 4;b, " 2E ❑ NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ''✓s °O°°°dmO°©� v�'.. r CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESSLL '°'sem /�� ��®®� �`•, J 0 LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD: F- 's171B�91111 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND w BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED IL AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. O CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SH f�Uo D BE SUPPLIED P Y EITHER Q a � ,IOC THE CONTRACTOR OR A/C SUPPLIER. S_E TBJ'1/SD2,FOR MORE II .,-URlMA: ION. Z O b0 Q °'' IY D�� E tY1 U �n 10 i1 1�1I��lul�j� �� p y �t�jt� O I THE U ';S LAY01U SHOWN DOES NO-11-MAT4.� H �h o THE IRUSS MANUFACTURERS :..A ?. U i F r- ® u,hiIIIiIII�Ijllillll �� N AND CALL THE ENGINEER Off~ RECORD PRIOR TO W U PLACEMENT OF ANY TRU SSE ; o U NAILING SCHEDULE: o IL ROOFS: LU ROOF SHEATHING TO BE '15/32° 0,9B,(WITH SHINGLE), 5/8" OR 19/32" USS (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" U O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LjL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALLc j UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. ❑_ 7 PLY CLIPS TO BE SPACED NO MORE THAN 24" O,C. Q U) U d Lo zo�Qi GABLE ENDS: , p N ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. (n Oz � `' '�°' ojj W cn � c - AT TOP PLATE AND (1) ROW AT BOT TOM PLATE OF WALL, 6" O.C. ALL OTHER O C6 W O EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING ¢ U M o U) JOINTS. Ca z pW z (0EXTERIOR WALLS: J w W z o U-1 0a SEE WF10/SD4 FOR MORE INFO. " �w w NAI LS: :EIr-�,� Q Q w z z I-- W O WO O NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. U O Q a- ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, W Q HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE z LLl z d w rNv Q EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATiVELY Q � O cJ N TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, Lr - STAINLESS STEEL, SILICON BRONZE OR COPPER. THE +-;OATiN]G WEIGHTS SFiAL L O BE IN ACCORDANCE WITH'ASTM A 153. APA SHEATHING NOTE: Uj 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING;, AT ALL UNSUPPOR-FED -r PANEL.EDGES AT HIP LOCATIONS. BLOCKINGTO 13E 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. G o„ FLOOR FRAMING NOTES M - SHEATHING PER PLAN GENERAL NOTES z 2ND FLOOR WALL SEE - / ATTACH PER NAILING 1, FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. y PLAN FOR MORE INFO SCHEDULE 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS, 2 ® 9 SIMPSON LSTA18 OR 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF ~ z MTS 12 TO TRUSS TO LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR 2x BELOW TRUSS DESIGN. z W 0 ti 2x BLOCKING W/ (2) 10d ~ W DECKING PER FLOOR NAILING TOENAILS EA. SIDE NAILING SCHEDULE O 0 1 SCHEDULE ROOF SHEATHING FLOOR SHEATHING'TO BE!'" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION o 0 0 CANTILEVERED FLOOR ATTACHED PER PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). w TRUSS PER PLAN NAILING SCHEDULE NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALT_ BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO - HAND DRIVEN NAILS; SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. w 1� SIMPSON META16 _------------ • 2x CONT. W/ (2) 12d ❑ U � --------------- NAILS TO EA. 2x 0 1= 0 CE _ 2x10 # 2 SYP PT @ 24" NOTES: O O.C. RIPPED @ END h= - - --- -� PER ELEV; ATTACH TO 1, FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL n LEDGER W/ (3) 10d MECHANICAL CHASES AND PLUMBING TO AVOID C ONFLICT• CONNECTIONS SHALL BE SPECIFIED BY THE c~n S I RUCTURAL ENG: BED i' TOENAILS 2. ALL JOIST TO JOIST OR 'TRUSS TO TRUSS - - MANUFACTURER. J ----- ^_ Q DRAFTING: LINTEL PER PLAN FALSE BRACKET BY 3. C .C./BUILDER SEF ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND' BUILDER BEYOND ADDITIONAL INFORMATION REQ: FOR DOOR AND WINDOW INSTALLATION ALONG WITH z -STRUCT: DP -'� 2x10 # 2 SYP LEDGER DIMENSTIONS NOT SHOWN HERE. 0 QC CHECK: CC .__-_-- DOOR PER PLAN \ W/ (2) 1/4" TAPCONS W/ - 1-1/2" EMBEDMENT @ JOB No. TM -2142496 16" O.C. & 6" FROM EA. 9 s. � END EQ. SPREAD a 3C ALE: AS INDICATED hl" VERTICALLY _ a � I--- DATE: / 4S50 2 STORY WALL CONNECTION 12/1614 �ul�/r3i n �m n rMASONRY WALL CANTILEVER SCALE: 3/4" = 1-0 BEYOND s w 65 "" r SANFOOp 772 S4 IfITt DESIGN, O WMR & ASSOCIATES INC. is strictly prohibited. tined in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & F y p ;a T J05 J09 J10 NSO4 SD5 R06 R07 R08 R09 R10 R10 R11 NSO4 R12 SD5 GE01 SD3 MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B W/ STRAPS W/ STRAPS WS06 WS06 SD5 SD5 B 21 u> (, ao r- co U')p`L 0 0 H2x8 J12 I A I� I J1 J14 'H2x A I A WS03 I SD5 I I I I ®--------- — I F_ I LO > > > > > am - PWO5 _. n SD7 - MKI0M EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B R16 0 o a o — i > > R18L Ll _ PW04PWO4 SD7 SD7 F]'�0, w�� f`l '!�! MINE CD 0 CD 0 IN MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B 1 1L co 00 co H2x8 NSO4 SD5 SIM. USE 21 @ BASE "k 1 . r ■ W/ST. • ■ ■ • r . • . 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 1 W WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. J �. = I 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR U- F TO FOLLOW THE DETAILS INDICATED BELOW' F_ Iff III 1 ', 1 I E I OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 1 1 i i�� . . . n 4"1 � , •: • �i �� ° i ip (D Cf) �� bp i m LiL ❑ z U-) r N I i '"iii iii i j i F— Z - LLU) N i �iil • �I � � �I I I� ��, .i •� �� � �I I � J LU W D QOOC/) 2 F— W F— W i �y o QQ WZI d WW Z LL ®� � • �I Z LL ~ J O W N Q i� i U OU .: • O � � - Iii F-- LTJ � T m W Cn ,6Sim. W ® . PIIi+. _ USE 0 F - z z O a J W ❑ z W s U 0'9 z NOIII � R16 0 o a o — i > > R18L Ll _ PW04PWO4 SD7 SD7 F]'�0, w�� f`l '!�! MINE CD 0 CD 0 IN MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B 1 1L co 00 co H2x8 NSO4 SD5 SIM. USE 21 @ BASE "k 1 WA co 00 co L L W W W 1 11 II 1 II H2x8 II 111 o J/ n ''_ 0 SD5 SIM. USE 21 @ BASE 1 1 w 1� STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. J = 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR U- F TO FOLLOW THE DETAILS INDICATED BELOW' F_ Iff III 1 Im- 1 I E I OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR WA co 00 co L L W W W 1 11 II 1 II H2x8 II 111 o J/ n ''_ 0 SD5 SIM. USE 21 @ BASE 1 1 w 1� STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. J = 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR U- F TO FOLLOW THE DETAILS INDICATED BELOW' F_ OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS 1 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1 SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 1 1 SIM. U1.3il C;'� } ' I �� nl4 if Jw IVi':l'u'+R �'f2+/R�'ul. m�, .,.__ ,.. .. ,� �. •. r VO4 Nso SD5 __. -- 5 N "J L R22 7 C C r 05 1 Z. R23 R39 � Vol WS 03 R40 WS03hJil. R24_o N ._. S CD III WS03 _ r_ WS03 _ _— R41 I ®lif R25 ° _ SD5 _ SD5 PW05 N i, \ / SD7 R41 R26 _V11 SIM VO SIM NSO4 A A WS05 WS05 I R41 I I' SD5 R27 _ _ V12 SD5 5 A V07 SD5 WF06 SD3 5 B A 5 13 5 B \ R42 Iu H2x10 H2x 0 _ J15 R54 N R34 R34 2x6 R43 �\ \ — — — — — — — — — — " N ( >> >> o R35 B 5 16 5 A R35 g 5 16 5 A R44 J06 4t R54 A PW05 R35 R35 F A H2x8u'mIIIP1'i. J05C14 / o SD7 LL WSO4 WSO4 R45 — — — — — — A R54 -SD5 SD5 o R35 SIM. R35 SIM. R46 � C7 0 m 0 0 CL USE 21 @ BASE USE 21 I m �� Ed N 0 u �I H2x8 — — H2x8 BASE @ 7 °- - O O[ GE01 p'S R55 FI`Lx8 — — — R36 R36 R47 - SD3 1 1 H H CANTILEVER BEAM FOR GE01 GE01 1 GE01 GABLE END BEARING GE01 STRUCTURAL GABLE W/ FALSE SD3 SD3 SD3 SD3 BEAM BELOW 1 CANTILEVER BEAM FOR GABLE END BEARING EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD ROOF FRAMING PLAN 1/4"= 11-011 NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING `& DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. �V1WfN® . SANFORD LO 0 LU r; I--- 4 (6 Q CV J Q I -- z -O W N U) — I +_ o a_ C0 Mn E z (> > O ❑ (I1 � U J m ❑ (B fZ 0p ❑ E E 07 O J � � LL M 0 N w L1J LL � W_ o Qt,,, $� <yy qy //��,�n < 'n W 0 o O U C U hG; r j, o z W fa, Ci a U z _ 2 o L O U) o �' O 0' IL W ' I-- W u� < < (D Cf) f ' d (.) d r O LiL ❑ z U-) r N I z U)OFF--�(� O V °6J F— Z - LLU) U(X U z t— L-1 9- OO`� __jI— � J I-Ww UO)— - f LC ( Cn[YZ LC LU W D QOOC/) 2 F— W F— W i �y o QQ WZI d WW Z LL Z LL ~ J O W N Q O U OU O Q F-- LTJ � T m W Cn O W 0 F - z z O J W ❑ z W s U 0'9 z � F— z o z Z O �= W O 0 W z cn LL] o pCK J U 0- F— U) STRUCTURAL ENG: BED J Q DRAFTING: F— W -STRUC,r: DP QC CHECK: CC JOB No. TM -2142496 W SCALE: AS INDICATED F- DATE: 12/16/14 c� 1`1-- - d� ° I ° °� W 1 W. 1N 1 w a EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD 0 o �� � 0 a N 0 a N 0 a z_ 0 a_ N 0 a N 0 D - N 0 -a: N 0 N Cl) 0 0 0 o: a� N N (D 0 N 0 N 0 0 J o a r -� o MIN (3) 2x4 STUD UNDER FULL o 0 ------ U LENGTH HEADER W/ (2) F -- SIMPSON A35 CLIP T&B Q ® - R16 W/STRAPS W/STRAPS ® WS06 WS06 C 21 B SD5 SD5 I MIN (3) 2x4 STUD UNDER FULL - MIN (3) 2x4 STUD UNDER FULL MIN (3) 2x4 STUD UNDER FULL .S, B 21 LENGTH HEADER W/ (2) LENGTH HEADER W/ (2) LENGTH HEADER W/ (2) O� C) Q C) (D o M o L o O SIMPSON A35 CLIP T&B SIMPSON A35 CLIP T&B SIMPSON A35 CLIP T&B �¢ 1 W/STRAPS W/ST W/STRAPS /STRA\ APS J12 H2x8 J05 R17 WS06 S06 WS06 WS06 A 4 5 A SD5 D5 5 A SD5 SD5 - - n oD ao w c7 o¢o 00 oo co co (� (� co M M n c� N ¢ ¢ M ' (n (1) � o 0 0 0 N Q ¢ o o rn 5 rn J 13 I J 09 I :�a H2x8 I H2x$ J 10 -- _ - - _ - - _ - - - - - _ - - 00 A A WSO4 w H2x8 ,� H2x8 ,I� H2x8 WSO4 -- H2x8 WSO4 = I WS03 _ SD5 - SD5 R06 �.� ,. - ._, r.__. 1 WSO4 WSO4 SIM. USE 21 @BASE ( SIM. USE 21 R07 SD5 SD5 @BASE WF11 gI®' SIM. USE 21 @ BASE SIM. USE 21 BASE i i I S D4 R08 @ i ,� i I I I R09 SD7 1il♦'.© oo a� R10 > > > > > PW05 R10 �-� FI Rll E__, _ N R12 W8O4 I �-r _ R13 SD5 PW04 PW04 _ ` -- I I SD7 IUD7 - --I.- 9 4 B �S5 R22 ILL _._.. R39 U LL -j z Vol R23 U LOcwQa WS03 Roo WS03 0 z II J z a w N Q Ilp;® Q O U � SD5--------.-�.-- - � N �, .—.,�. SD5 �` ~ � �� O � r - h°ia I o 0 0 0 `� r I�.� P.- r R24 � � PW06 - WS03 _ — _ - WS03 U O `r SD7 r,..F)W05SD5 �� SD5 �Q- X w 14 R41 SD7 r r I s III z Z WS03 w SIMw LNIM05 V12 V1 R26 co SD5 WS03 O JWSS w R41 WF06 SD5 SD5 V07 A 5 SD5 A A SD5 A / 8D3 A R27 R48 / H2x1 i B 5 13 / 5 A B 5 p AwffmD o -� H2x6 = = R34 = - R34 — - - J15 0 - - N N R54 N p o O R50 A 5 16 B R35 A. 5 R35 N > > > > z Ill H2x8 F 1 5 B o> PW05 R54 J06 Z 0 IA unuuu!uul�iultiJ!I'.WIwl!i^" = _ = = = W A R51 WSO4 R35 R m 0 III WSO4 35 SD7 A n co o rn rn o O0 0 SD5 SD5 o o �' J05 z z U A R54 �GE03� � � � III w � � � � m R46 SIM.. R35 SIM. R35 cj 0 Lyj I- SD3 1f .7 n - _ m O u USE 21 @ H2x8 USE 21 @ H2x8 Lly O H ASE — _ 5 �� R R36 BASE R36 - - - WS05 H2x8 R5� WS05 0 00 O 0A SD5 0 CANTILEVER BEAM FOR 1 z GABLE END BEARING CD m �' CO f-- z GE01 STRUCTURAL GABLE W/ FALSE GE01 GE01 GE01 p U ®� �. SD3 BEAM BELOW SD3 SD3 SD3 W CANTILEVER BEAM FOR 0 GABLE END BEARING EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD STRUCTURAL ENG: BED #15-76,5 1 - 1 7, Q DRAFTING: f � -STRUCT: DP p QC CHECK: CC -- � JOB No. TM -2142496 ROOF FRAMING PLAN TSCALE: AS INDICATED � DATE: 12/16/14 1/4"=1 1-011 ��ILDrnnC NOTE: SEEP G 54.2 FO N SANFORD Ei 4. 4 A E R OTES AND CONNECTOR LEGEND � COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN OF WMR &ASSOCIATEdu S INC Any use lication or transfer of these documents without the ex ressed •tt t f OH ON p p , wn n consen o MNTCSUL TING &DFZTM� STANDARD 2ND FLOOR FRAMING Lo LO NOTES. W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR ❑ WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - - - - - - - -- TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w 7 - SHEATHING IS NOT CONTINUOUS) ic� 0 n 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WSO9/SD5 U.N.O. O p_ O E5 ch U M ❑ Q ❑ N w O o LL ED 0 N W W � ci 70 O w ��3a9119!!!0 i 1 T�� oop'anoao$a ,p1 2f ���/ W o zx w � G La (n U \, U Z U r� v < � II��IIh�lllill�lillir�il�7l�°'�° I��r CV ri U rj o w '`' z eo> U - V LL 11 �. s O O , W o a w w U r z p 7 U (/) CU n a O W z U> N Z Uj0W(y) O wci 0 QOM U z U ~ a p 0 W z J (j) z 8- w Q O p v z U) C) 2 = z Q�(j W t- r O QWzo Ice" ESIGN, OF WMR &ASSOCIATES, INC. Is strictly prohibited. 1`1-- - ° I ° °� 1N a-0 a a 0 o �� � 0 a N 0 a N 0 a 0 a_ N 0 a N 0 D - N 0 -a: N 0 N Cl) 0 0 0 o: a� N N (D 0 N 0 N 0 0 o a r -� o o 0 ------ - R16 C I R17 :�a I 00 41 1E R18 r GE01 SD3 - k �11 F11 Rl 9 LID CD 9 4 B �S5 R22 ILL _._.. R39 U LL -j z Vol R23 U LOcwQa WS03 Roo WS03 0 z II J z a w N Q Ilp;® Q O U � SD5--------.-�.-- - � N �, .—.,�. SD5 �` ~ � �� O � r - h°ia I o 0 0 0 `� r I�.� P.- r R24 � � PW06 - WS03 _ — _ - WS03 U O `r SD7 r,..F)W05SD5 �� SD5 �Q- X w 14 R41 SD7 r r I s III z Z WS03 w SIMw LNIM05 V12 V1 R26 co SD5 WS03 O JWSS w R41 WF06 SD5 SD5 V07 A 5 SD5 A A SD5 A / 8D3 A R27 R48 / H2x1 i B 5 13 / 5 A B 5 p AwffmD o -� H2x6 = = R34 = - R34 — - - J15 0 - - N N R54 N p o O R50 A 5 16 B R35 A. 5 R35 N > > > > z Ill H2x8 F 1 5 B o> PW05 R54 J06 Z 0 IA unuuu!uul�iultiJ!I'.WIwl!i^" = _ = = = W A R51 WSO4 R35 R m 0 III WSO4 35 SD7 A n co o rn rn o O0 0 SD5 SD5 o o �' J05 z z U A R54 �GE03� � � � III w � � � � m R46 SIM.. R35 SIM. R35 cj 0 Lyj I- SD3 1f .7 n - _ m O u USE 21 @ H2x8 USE 21 @ H2x8 Lly O H ASE — _ 5 �� R R36 BASE R36 - - - WS05 H2x8 R5� WS05 0 00 O 0A SD5 0 CANTILEVER BEAM FOR 1 z GABLE END BEARING CD m �' CO f-- z GE01 STRUCTURAL GABLE W/ FALSE GE01 GE01 GE01 p U ®� �. SD3 BEAM BELOW SD3 SD3 SD3 W CANTILEVER BEAM FOR 0 GABLE END BEARING EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD STRUCTURAL ENG: BED #15-76,5 1 - 1 7, Q DRAFTING: f � -STRUCT: DP p QC CHECK: CC -- � JOB No. TM -2142496 ROOF FRAMING PLAN TSCALE: AS INDICATED � DATE: 12/16/14 1/4"=1 1-011 ��ILDrnnC NOTE: SEEP G 54.2 FO N SANFORD Ei 4. 4 A E R OTES AND CONNECTOR LEGEND � COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN OF WMR &ASSOCIATEdu S INC Any use lication or transfer of these documents without the ex ressed •tt t f OH ON p p , wn n consen o MNTCSUL TING &DFZTM� STANDARD 2ND FLOOR FRAMING Lo LO NOTES. W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR ❑ WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - - - - - - - -- TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w 7 - SHEATHING IS NOT CONTINUOUS) ic� 0 n 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WSO9/SD5 U.N.O. O p_ O E5 ch U M ❑ Q ❑ N w O o LL ED 0 N W W � ci 70 O w ��3a9119!!!0 i 1 T�� oop'anoao$a ,p1 2f ���/ W o zx w � G La (n U \, U Z U r� v < � II��IIh�lllill�lillir�il�7l�°'�° I��r CV ri U rj o w '`' z eo> U - V LL 11 �. s O O , W o a w w U r z p 7 U (/) CU n a O W z U> N Z Uj0W(y) O wci 0 QOM U z U ~ a p 0 W z J (j) z 8- w Q O p v z U) C) 2 = z Q�(j W t- r O QWzo Ice" ESIGN, OF WMR &ASSOCIATES, INC. Is strictly prohibited. z a w n t -- T C7 w z a z O =RA��?:r�'kc%v3t'r�"T.a�raBS.c•7.,s' mai -e�. "�'"�n•.*uF34+r✓STt,"aiL'.Ce.'.�.?-tC'�"'t15�:.—"F.::'xatft.'�tGn-�.? r�.E-_':if.:r1.3�TirCme_ _— r.;.. � _ PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCI IEDULE AT CORNERS PRECAST "U" LINTEL W/ 3000 psi CONPER LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED,LINTEL MANUFACTURERS: L0 PROVIDE LINTEL PLAN. IF REBAR IS INDICATED fED IN STANDARD #5 LINTEL #5 TO BE HOOKED INTO SIDE MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL 1.,L.1 ��,��� HOOK BAR. LAP VERTICALS STANDARD LINTELS �1 OTHER BARS INTO TYPICAL TRUSS ANCHOR PER PLAN MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-OB 8F16-1B/8F16-OB 8F24-1B/8F24-OB 8F32-1B/8F32-OB STANDARD LI N�_ EL NOTE CORNER AS REQ'D PROVIDE SCREEN WHEN BLOCK BELOW IS 2'-2 , 2231 3069/3069 6113/6113 8974 / 8974 10000 /'10000 10" HOOK ��- 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED `SOLID TO TIE BEAM; NOT REQUIRED TO BE FILLED 2'-1U" 1783 3069/3069 6113 / 6113 8974 / 6739 10000 / 9213 2, 1 #5 REBAR IN TIE BEAM IS TO BE CONT: THROUGH OUT INCLUDING U.N.O. OPENINGS. () ABV. MASONRY �PEl�II STANDARD 90 DEGREE HOOK 3'-4" 1343 2693/2561 6113 / 5136 8974/5074 10000/6364 3'-10" 1217 2165/2561 6113/5136 8672 / 596110000 / 6224 3. ALL STANDARD LINTELS 1 U HAVE MIN. 4 BEARING EA. END ALL RECESSED LINTELS TO i IAVE.MIN. -' •�°6�� a •• a '.��,° e �� i - 1006 1663 / 1349 5365 / 3820 7342 / 4576 10000 / 6224 8" BEARING EA. END ',� $ �. w 8" x 16' K.O. LINTEL TYP BOND BEAM 8" x 4' 0" '""'• a • I- 4'-8" 860 1651 / 1238 5365 / 2931 7342 / 3123 10000 / 4249 4. LINTEL MINIMUM DEP THS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER p a ,'� °: : .a A .� ., A ° BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 5'-2" 710 1423 / 1105 4360 / 1999 6036 / 2549 8328 / 4249 LINTEL THAN INDICATED ON THE PLAN THE STRENGTH 1 OF THE LINTEL INCREASES 0 _• REBARI SES AND I� O 5'-10" 570 1232 / 1101 3480 /'1631 8360 / 3707 8825 / 3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR W �`, . I, � ° ' I.:IL LL — a , •' ° A` i 6'-1U" 488 991/9911 2661 / 1631 5681/3707 6472/3685 FOR APPROVAL. O ° q !" S z 7' 8" 416 752 / 752 1843 /1625 3486 / 2698 r ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A.MIN. 32 FOR THE LOAD LU - (n a � 6390 / 368 5. O ❑ � � ° v I - I r� ¢ 8'-8" 354 726/726 1843 / 1625 3486/3486 6205 / 3302 CONDITIONS.C E " ' • � I � �' `�' �ANY LINTEL GREATER THAN 3z HAS A"GREATER CAPACITY D F aAN THEREFORE O Q 0 �� ° ° I'•' I° G w 9'-10" 315 618/618 1533/1247 2781 /2777 4754 12536 ADEQUATE FOR THE LOADS. U N 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL, DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING z U } ° 1 e 11'-4" 277 525/528 1254 / 1254 2193 / 2147 3552 / 355`2 SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO a A r ° e 4o VERIFY DESIGN OF LINTEL ONLY, VERIFY WITH WINDOW/DOOR SUPPLIER' SPECIFICATIONS AND • • � �_•�. ! ••� } ' � •�-� 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 _ _� LLJ ` ROUGH OPENING PER PLAN a l �' : .: 4 12'-8" 239 458 / 458 1075 / '1075 1838 / 1838 2883 / 2278 COORDINATE WITH EOR AS REQUIRED. m [] . 1� a �-. � 7. LINTELS a ° ., STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL < ° c SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND ❑ . ° #5 DIA. REBAR 14'-0" 0 424 / 424 1234 / 1234 1779 / 0 2662 / 0 - Q' - e 14'-8" 0 379/0 1160/0 1660 / 0 2439 / o METHODS E e 16'-8" 0 288/0 950/0 1379/0 1997/0 L { �' ILL 4 A 18'-8" 0 224/0 750/0 1177/0 167610 _o MATERIALS A 19'-4" 0 180/0 598/0 1114/0 _ 1468/0 a N } e 20'-8" 0 177/0 598/0 1024 / 0 1441/0 1. f'c PRECAST LINTELS = 3500 PSI. W IW I I 21'4" 0 164/0 550/0 981/0 1376/0 2 _ ° Q ' �� 23' 4" f c PRESTRESSED LIN EELS = 6006 psi. o 129/0 450/01 814/0 114//0 LL_ ° . NOWSHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT 8" x 8" x 16" CMU U.N.O. _ RECESSED LINTELS FILLED 3. GROUTED PER ASTM C476 t'0 3000 Iasi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO •11" SLUMP. O — e . 'I 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B' CRETE MASONRY I (CMU) P _.- INDICATES FILLED CELL FROM FTG. TO TIE 3-U'1691/1360 5206/3280 8060/542/ �11199iD0777®' � 4 STORENGTH - 1900 PSI,.UN UNITS C PER ASTM GJO W/ MlN1MUn/! NET AREA COMPRESSIVE F �:>iVL- �, MAX. CLR. OPENING BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE (� > Lt T-4" 1425 / 1130 5206/3280 8060/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER AS TPv1 A416 GRADE `' � � ✓0'! � MD08/S5 FOR LAP INFO. t mo��°' o.�,� °o : N o ° .I . ' .q . 3'-6" 1320 / 1042 5206 / 3280 8060 / 5421 6. 270 LOW RELAXA PION. 7/32 WIRE PER AS i'IVi A51 0. ®$ �o9�a�®^� 1230/963 5206/3280 8060/4946LLI _ 4'-0" 10811/866 4567/2992 8060/2839 LINTEL E S I G N T:, n N S _-�E U L E_ � � SEE FOUNDATION FOR FOOTING 5' 0" 846/598 3810 /'1716 8060/2649 , ^�r�p m - 6'-0" 693/458 2738/1600 7747 / 7915 LINTEL --- F = FIL.L.ED WITH GROUT/ r-%® + T-0" 526/375 1568/1568 5743/5743 MARK REQUIREMEN fS U = UNFILLED R;- RECESSED 8' 0" 415/273 1436/1516 5743/5743 -" ' QUANTITY OF #5 REBAR @ ��goaooa ua°�° � ' .�� O 9 'U" 415 / 273 1436 / 1516 3129 / 3129 0 8RF6-1 B/1 T BOTTOM OF LINTEL CAVITY ` �� P ���® J -I TY RL SONFb CONS TR TI N I - / I�� ,r�®�� L. 8F8-1B/1T — 99110, w SCALE: 3/4" _ 'I'-0" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER __ - QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF'14-1 B/1T — NOMINAL HEIGHT -� _ % 8F16-1B/1T—NOMINAL,WIDTH � o - TYPE DESIGNATIONU \ (D 8RF14-0B/1T _ ❑ O 8F16-0B/1T - =r 1-'1/2" CLEAR SYS U ;aUl'i��J C) r U ® 8F20 -18/1T < U - #5 REBAR AT TOP MIN. 1 REQ'D F_ O n " z \ W a'• 4 ( ) F T c U ® O 8F20-OB/1T v -� s l .o 3'-0" 3'-0" 3'-0" 16'-10" 16'-10" 16'-10" ¢ < e C.M.U. U W Nh °� 8RF22-1B/1T u� °LL GROUT gmin"1PI1Er11'?'.a'<.r!'W,','c!: s,iwh'VIII611hIIIpV11611hIIIIIIIIVVIIE ifllll!Il:mpl'G °y.... .C: IJii ikdE 1I�IN o T d O Q - r l 0 o r #5 REBAR AT BOTTOM OF LINTEL z �✓ Z t�C-1 U I O O O O O N O O I OD O E O 8F24-1 B/1 T CAVITY O N N O L., ---. O �— SEE PLAN FOR TOP OF WALT AND LINTEL INFO,1 Ix O 8RF22-OB/1T BOTTOM REINFORCING PROVIDED U O� 7* FI 5/8 A IN LINT__ V C f UAL AR ES ` I- _. ( ) O c_=�s._:�tt�� ._ ...• . ,' :•...,.�•' ;.'•...,: co O ® 1. 'i°:'IlY"1E1�_-.•.;Ii,ISE,a9ti�l�'.11J.'J_.a��41"a'1.61ii4111.�iPIV�Id,.Lk'IINVIIli�l9JP�.. rilllili!.0'�N"IJ�•diu:, ' ;• •� '�,p O C D D D C 0 8F24-OB/1T 8" NOMINAL WIDTH � O O O O O O O O O O O O .. FILLED Lzi ::.LINTEL PER PLAN - - - - - 3'-0" - - T-0" T-0" 3'-0" 2'-10" O" -1B/1T 2' 10" 3' 0" 3' 0" 3' 0" 2' 10" 3' 0" 3' 0" 8RF30 _ a O 8F32-1B/1T - 'I '1 CLEAR U �'---- TR/ANSOM OPENING p, -OC 8RF30-OB/1T --0--_ #5 REBAR ATTOP MIN. (1) REQO ¢J , 'D V ,. �RAME INFILL AROUCF� m O 8F32 -0B/1T WINDOW BY BUILDER \ !{' -SEE FOdJNDAIiON :� — G,M.U. U r SEE WF01/SD2 FOR PLAN FOR FILLED CELL o TO 8F38 -1 B/1 T as ° \ L z `' O "yO O cn0LU MORE INFO \ - INFO. MIN. (1) IS REQ'D <, GROUT z �1 8F12 -1 B/1T ON EITHER SIDE U.N.O. o'. ea.. O �- 05 z 1 ® O 8F48-OB/'IT _ _ ___—uOTM REINFORCINGPFZOVIUED J U E- ❑ o>o r ,:•. N 7-5/8" ACTUAL IN LINTEL (VARIES) Cj 1 O ral w z (2) 2X8 WOOD HEADER D C ® 1- �t O O r 8' NOMINAL WIDTH Q Zry TURNED SIDEWAYS. _ ,1 1' D < 0 U CL 8FG6 OB/1T x 8RF38 -1 B/1T-7 Z I j w W -ATTACH THE FIRST PLY O UNFILLED E- D I- z 2X8 TO MASONRY WALL z O Q w z 0 4. W/ SIMPSON HUS26 O NOT USED - c) u, 0 z _ DOOR OPENING �,` : HANGER @ EA. END. c, ` v� Q USING (6) 3/16" DIA. X 1 Q0 Ld 1-1/2" CLEAR U� ��� N � -1 N �3/4" TAPCONS INTO T Q 0 0 w Q MASONRY & (4) 10d X 'I 1 J `i :--- : , - #5 REBAR AT TOP t•/11N. (1) REQ'D ❑ F-- U 0— '�`� — 1/2" NAILS INTO HEADER. w i`_ u� O w THEN APPLY THE 2ND PLY r) z -TOP KNOCK OUT/ LINTEL BLOCK cOj W TO THE 1ST PLY W/10d I~_ Oa COURSE Q LU W STAGGERED @ 6" O.C. X X� �.. oo0O� ' a ❑ ' p� O w --__ -- #5 REBAR AT BOTTOM MIN. (1) w U) �J'AD0 L I N T E AT TRA" N O DETAI u w - `'� REQ'D 0 ® —16 GA. POWERS STEEL BOXED 0 �; 7-5/8" ACTUAL LINTEL SCALE: 3/4" = 1' 0" a J 8" NOMINAL WIDTH - CO �_ O POWERS STEEL a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND O LENGTH LAP SPLICE A.. B: C „D„ #3 17/8 4 1/4' 7 15 #4 21/2 5 5/8 91/2 20 #5 3 1 /8 7 '11 3/4 25 96 33/4 8 1/16 '14 30 #7 43/8 9 13/16 16 -1/2 35 a a ' a . d I a ' LAP SPLICE ❑ 0 O T-2" F 3 -2p' O M T-2' ,�. IN. ® II SAE LOAD TABLE NOTES p p D O O O Eh: ,..A�i11u:1L'._..1_... 6,-2 1. ALL VALUES BASED ON MINIMUM �1" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W -0.. _ _ 0 91 MIN. MIN. B MIN. B ,� LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL T � r-. ..I: RECESSED LINTELS BASED ON 4 NOMINAL BEARING. I--- 16'-0" 8'-0" g'-0" U 2. 0 = NOT RATED. z el 111 z W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR T: 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING SUJI ® ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 6 ONE #7 REBAR MAY BE SUBSTITHT'ED FUR REBAR SPLICE D E TA I DATE: 12/16/14 �utw/No SCALE: 3/4" = 1'-0" SANFORD 65.0 RTM�'r� _-- __ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. NL/A J C r 8 IN E Q OII_Y, ❑ O.. O (� EVALUATErlfM- r: r 7. THE DESIGNER MAY �VALJATE CONCENTRATED TlATED LOADS FROM THE SAFE LJ,�OU T Ar3LEa 31 W QCALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-A\NA�� FROM THE FACE OF z. c� 1/8"=1' 0" SUPPORT: C5 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Ljj 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. L! 1 • Y ' ' L .` •° ..•a ,.. 113=2%z.. fV1 I #4=2%, a. ❑ a - ° 115=2Y2" �:_. �. a : ___ s ' Q #6 = 3" STRUCTURAL L ENG: BED a 4 „P < DRAFTING: T .- z -STRUCT: DP B � QC CHECK: CC CO JOB No. TM -2142496 EMBEDDED STANDARD 90' HOOK s-rANDARD '180" HOOK (0 SCALE: AS �r r y q I 7 7 INDICATED REBAR SPLICE D E TA I DATE: 12/16/14 �utw/No SCALE: 3/4" = 1'-0" SANFORD 65.0 RTM�'r� _-- __ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. Z n rx W n I— T' c� W T try Z 0 <z PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE AT CORNERS PRECAST "U" LINTEL W/ 3000 psi CONIC. I PER LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFAC FURERS: LO PROVIDE LINTEL PLAN. 1F REBAR IS INDICATED IN MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CAS FE -CRETE, QUALITY, LOTTS, AND POWERS STEEL LL! r STANDARD #5 LINTEL #5 TO BE HOOKED INTO SIDE HOOK BAR. LAP VERTICALS STANDARD LINTELS OTHER BARS INTO TYPICAL TRUSS ANCHOR PER PLAN MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-OB 8F24-1B/8F24-0B 8F32-1B/8F32-OB STANDAR LINTEL NOTES ❑ r CORNER AS REQ'D PROVIDE SCREEN WHEN BLOCK BELOW IS 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 10" HOOK NOT REQUIRED TO BE FILLED 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. •' .' .'' 2'-10" 1783 3069 / 3069 6113/6113 8974/6739 10000/9213 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. STANDARD 90 DEGREE HOOK 3'-4" 1343 2693 / 2561 6113 / 5136 8974 / 5074 10000 / 6364 U.N.O. 3'-10" 1217 2165/2561 6113/5136 8672/5961 10000 / 6224 3. ALL S fANDARD LINTELS TO HAVE MIR. 4" ?FARING Ef\: END Al_I_ REC•E£3S C� LINTELS TO HAVE IViIN Q .� �._. w 8" x 8" X 16" K.O. LINTEL _ TYP BOND BEAM 4' 0" 1006 1663/1349 5365/3820 7342 / 4576 10000 / 6224 BEARING EA. END fT t 4'-8" 860 165"1 / 1238 5365 / 2931 7342 / 3123 10000 / 4249 4. LINTEL MINIMUM DEPTHS ARE (;ALLED Ull F ON Lli�l TEL PLA�1: 1F CONTRAC'rOfl ilISTAL.LS A DEEPER 4 y' d .� d d — BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. W S 5' 2" 710 REBAR 1423 / 1105 4360 / 1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREAS S /�I1D IS O 5'-10" 570 1232/1101 3480/1631 8360/3707 8825/3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LIN TEL IS INSTALLED CONTACT EOR � CL Jz 488 991/991 2661/1631 5681 /3707 6472/3685 FOR APPROVAL. 7-8" 416 752/752 1843/1625 3486/2698 6390 / 3685 5. (") ANY LIN TEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIINI. 32 FOR THE LOAD I`-' (f1 4, N W 8'-8" 354 726 / 726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O I-1 W 9'-10" 3150 618 1533/1247 2781 /2777 4754/2536 ADEQUATE FOR THE LOADS. 0 — 292 567/567 1366/1366 2423 / 2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING (D P 11'-4" 277 525/528 1254/1254 2193/2147 3552 / 3552 – SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO N d i 4p VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND 4 11'-10" 255 471 / 471 1075 / 1075 1838 / 1838 2883 / 2535 _� LI �. " COORDINATE WITH EOR AS REQUIRED. ROUGH OPENIN�3 PER PLAN d 12' 8" 239 458 / 458 1075 / 1075 1838 / 1838 2883 / 2278 �p STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL Q #5 DIA. REBAR 14'-0" 0 424/424 1234/1234 1779/0 2662/0 SUPPLIER SPECIFICATIONS. MGD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND �-�, N ° - -- 1 ' 8" 0 METHODS F • d � d 4 a. V t a 20'-8" 0 177 / 0 598 / 0 1024 / 0 1441 / 0 1. ft PRECAST LINTELS = 3500 PSI. W W 21'll -4" 0 164 / 0 550 / 0 981 / 0 1376 / 0 Z 1- c>% o � 21 2. fi'c PRESTRESSED LINTELS = 6000 psi. ----------------- 4 O 379/0 1160/0 1660/0 2439/0 p 1997/0 � 167610 �' MATERIALS o 1468/0 LL_ B " . NOr -SHEAR WALL T OPENING ' ' TYPI 'AL SHEAR WALL SEGMENT 16'-8" 0 288/0 950/0 1379/0 18'-8" 0 224/0 750/0 1177/0 19'-4" 0 180/0 598/0 1114/0 t a 20'-8" 0 177 / 0 598 / 0 1024 / 0 1441 / 0 1. ft PRECAST LINTELS = 3500 PSI. W W 21'll -4" 0 164 / 0 550 / 0 981 / 0 1376 / 0 Z 1- c>% o � 21 2. fi'c PRESTRESSED LINTELS = 6000 psi. ----------------- 'a �.' O 8RF14-1 B/1T LENGTH — _F —7., A.. B " . NOr -SHEAR WALL T OPENING ' ' TYPI 'AL SHEAR WALL SEGMENT 7 —NOMINAL HEIGHT I. 21/2 55/8 d.1 8F16-1B/1T #5 O 1 7 4 129/0 I450/0 824/0 1147/0 8" x 8" x 16" CMU U.N.O. RECESSED LINTELS -FILLED – 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O MAX. CLR. OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z INDICATES FILLED CELL FROM FTG. TO TIE 3'-0" 1691/1360 5206/3280 8060 / 5421 STRENGTH = '1900 PSI'. O. ��A\1��oP1PP®/ow BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE m .icy aa i ° MD08/S5 FOR LAP INF 3'-4" 1426/1130 5206/3280 8060 / 5421 5. REBAR PER ASTM A6'15 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE T tiR- 1A ®/j 1 ° O..:•. T-6" 1320/1042 5206/3280 8060 / 5421 6,270 LOW RELAXATION. 7/32 WIRE PER ASTM A51b.omq,u�moommm 3'-8" 1230/963 5206/3280 8060/4946 t11' m SEE FOUNDATION FOR FOOTING C JI 4'-0" 1081/866 4567/2992 8060/2839 �� SCHEDULE �. " ° -W \ °`� "�' � - 5'-0" 846/598 3810/1716 8060/2649 LINTEL C L S I N T I N SCI -i L a 04 ®® ' NG _ 11Ujtgy 693/458 2738 / 1600 7747 / 7915 LINTEL ' F = FILLED WITH GROUT/ a ;wt p ° 5� T-0" 526/375 1568/1568 5743/5743 MARK REQUIREMENTS j U = UNFILLED R = RECESSED `IL"' °_ 8'-0" 415/273 1436/1516 5743/5743 i ' '- �` 'J �� QUANTITY OF `5 REBAR @) °'s pmmm t, 9-'0" 415 / 273 1436 / '1516 3129 / 3129 A 8RF6-1 B/1T BOT I C?I\/I OF LINTEL. CAVITY ! m®4m°® �y T P L; A . R TR OT 0 8F16 -1B/1 -� P s 8F8-1B/1T --._ �• } 11PAP, 1981®1` SCALE: 3/4" = 1'-O" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER ` �~ '— QtJ/ai`I PITY OF #5 REBAR Al TOP P u1 I. Mr Z 5 REBAR AT BOTTOM OF LINTEL O D D O O O O O O O 8F24-1B/1T W 0 a, # z Z � E :w C\1 N CAVITY O Vit, SEE PLAN FOR TOP OF WALL AND LINTEL INFO ® - - `V 0 --- --�' '—BOTTOM REINFORCING PROVIDED � - . ; .. i - _ L IN LINTEL VARIES ... , . .. '. :. : : •. •.'• ' .. • • ; , i.rT— IV...' I Ih I I ,i,;•.. � � ."ir I II III � I ...""-1 I „� II i � :�.' — — . LJl 1__.d�'.IilIWIWI VLIIIIL_LI�..... O T 7-5/8 ACTUAL (VARIES) � oo nn � _ B" NOMINAL WIDTH >Y ..; . :: a •,. :; C D D - 0 SF24 UB/1 T � O O O O O O C O O O O O O O FILLED ui :.;.;.•: •.:.::.•:.LINTEL PER PLAN 4 3-4- 2' 10" 3' 0 3'-0" 3'-0" 2,_.10" O 8RF301B/1T -mss- 3, 0 3 0 , 3 0„ 2'-10 O 8F32-1B/1T 1-1/2" CLEAR U TRANSOM OPENING 0 _ ` -- _ �. � i � � ri 8RF30-OB/1T � < w - #5 REBAR AT TOP MIN. (1) REQ'D U) z �ZRAME INFILL AROUND ® O " 0 8F32 -0B/1T 0� 'C� r WINDOW BY BUILDER -SEE FOUNDATION Q = C.M.U. G (n P` o v r p - PLAN! FOR FILLED CELL _ O 8F38 -1B/1T L- W / �cE 1/�/F01/SD2 FOR \ MORE INFO °. INFO. MIN. (1) IS REQ'D O m �n ° �: GROUT O ' ON EITHER SIDE U.N.O. 8F12-1B/1T �� OF_ v? I; rn I — I O 8F48 -0B/1T �--- ~ C� O Q —BOTTOM REINFORCING PROVIDED 0 z v I- o ACTUAL -9 loo 7 5/8" IN LINTEL (VARIES) O �. 0� W z O D Y Ow 8 NOMINAL WIDTH U) ar z o o 8F56-OB/1 T -.. (2) 2X8 WOOD HEADER ® �v „ J I - r :'...,: TURNED SIDEWAYS. m w D Q O p v U) ^ = l Ox 8RF38-1B/1T vl zJ W W . _ATTACH THE FIRST PLY UNFILLED IT - 'f 2X8 TO MASONRY WALL ? 7Y A O `�<WZO W/ SIMPSON HUS26 0 NOT USED � � � l � U � I- DOOR OPENING r' ANGER G EA. END. v �� W O Q c USING (6) 3/16" DIA. X 1 ® `�' - �- 1 1/2" CLEAR V F- N -A C r-_ r < U ". 3/4" TAPCONS INTO —#5 RIBAR AT TOP M1N. (1) REQ'D [a MASONRY & (4) 10d X 1 O 1/2" NAILS INTO HEADER. a L1� a i - THEN APPLY THE 2ND PLY Q `j) ,W (0 -TOP .KNOCK OIJT/LINTEL BLOCK U F C] L - rLu TO THE •1ST PLY W/1Od O cEl� W Q `.. COURSE `> STAGGERED @ 6" O.C. x as U p t-=• , '� � q � #5 REBAR AT BOTTOM MIN. ("1) W h D LINTEL AT TRANS➢' NAIL LUQ, _: 16G I— ��---- --16 GA. POWERS S PEEL BOXED a SCALE: 3/ - 1'-0" CL 7-5/8" ACTUAL LINTEL z 8" NOMINAL WIDTH z O I" OWE11n STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 'a �.' O 8RF14-1 B/1T LENGTH — _F —7., A.. B C.. • #3 17/8 :,i 7 —NOMINAL HEIGHT I. 21/2 55/8 d.1 8F16-1B/1T #5 O 1 7 - NOMINAL WIDTH .. . #6 O �\ 8 1/16 '14 30 E 43/8 TYPE DESIGNATIONN O C' ° a 8T�F14-OB/1T a.. a a.: • �_-I-� u1 I. Mr Z 5 REBAR AT BOTTOM OF LINTEL O D D O O O O O O O 8F24-1B/1T W 0 a, # z Z � E :w C\1 N CAVITY O Vit, SEE PLAN FOR TOP OF WALL AND LINTEL INFO ® - - `V 0 --- --�' '—BOTTOM REINFORCING PROVIDED � - . ; .. i - _ L IN LINTEL VARIES ... , . .. '. :. : : •. •.'• ' .. • • ; , i.rT— IV...' I Ih I I ,i,;•.. � � ."ir I II III � I ...""-1 I „� II i � :�.' — — . LJl 1__.d�'.IilIWIWI VLIIIIL_LI�..... O T 7-5/8 ACTUAL (VARIES) � oo nn � _ B" NOMINAL WIDTH >Y ..; . :: a •,. :; C D D - 0 SF24 UB/1 T � O O O O O O C O O O O O O O FILLED ui :.;.;.•: •.:.::.•:.LINTEL PER PLAN 4 3-4- 2' 10" 3' 0 3'-0" 3'-0" 2,_.10" O 8RF301B/1T -mss- 3, 0 3 0 , 3 0„ 2'-10 O 8F32-1B/1T 1-1/2" CLEAR U TRANSOM OPENING 0 _ ` -- _ �. � i � � ri 8RF30-OB/1T � < w - #5 REBAR AT TOP MIN. (1) REQ'D U) z �ZRAME INFILL AROUND ® O " 0 8F32 -0B/1T 0� 'C� r WINDOW BY BUILDER -SEE FOUNDATION Q = C.M.U. G (n P` o v r p - PLAN! FOR FILLED CELL _ O 8F38 -1B/1T L- W / �cE 1/�/F01/SD2 FOR \ MORE INFO °. INFO. MIN. (1) IS REQ'D O m �n ° �: GROUT O ' ON EITHER SIDE U.N.O. 8F12-1B/1T �� OF_ v? I; rn I — I O 8F48 -0B/1T �--- ~ C� O Q —BOTTOM REINFORCING PROVIDED 0 z v I- o ACTUAL -9 loo 7 5/8" IN LINTEL (VARIES) O �. 0� W z O D Y Ow 8 NOMINAL WIDTH U) ar z o o 8F56-OB/1 T -.. (2) 2X8 WOOD HEADER ® �v „ J I - r :'...,: TURNED SIDEWAYS. m w D Q O p v U) ^ = l Ox 8RF38-1B/1T vl zJ W W . _ATTACH THE FIRST PLY UNFILLED IT - 'f 2X8 TO MASONRY WALL ? 7Y A O `�<WZO W/ SIMPSON HUS26 0 NOT USED � � � l � U � I- DOOR OPENING r' ANGER G EA. END. v �� W O Q c USING (6) 3/16" DIA. X 1 ® `�' - �- 1 1/2" CLEAR V F- N -A C r-_ r < U ". 3/4" TAPCONS INTO —#5 RIBAR AT TOP M1N. (1) REQ'D [a MASONRY & (4) 10d X 1 O 1/2" NAILS INTO HEADER. a L1� a i - THEN APPLY THE 2ND PLY Q `j) ,W (0 -TOP .KNOCK OIJT/LINTEL BLOCK U F C] L - rLu TO THE •1ST PLY W/1Od O cEl� W Q `.. COURSE `> STAGGERED @ 6" O.C. x as U p t-=• , '� � q � #5 REBAR AT BOTTOM MIN. ("1) W h D LINTEL AT TRANS➢' NAIL LUQ, _: 16G I— ��---- --16 GA. POWERS S PEEL BOXED a SCALE: 3/ - 1'-0" CL 7-5/8" ACTUAL LINTEL z 8" NOMINAL WIDTH z O I" OWE11n STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1 B/1T LENGTH LAP SPLICE A.. B C.. D.. #3 17/8 41/4 7 —NOMINAL HEIGHT –� 21/2 55/8 91/2 8F16-1B/1T #5 O 1 7 - NOMINAL WIDTH .. Q #6 O �\ 8 1/16 '14 30 E 43/8 TYPE DESIGNATIONN O C' ° a 8T�F14-OB/1T a.. a a.: • �_-I-� �z TM 2142496 O j�L� 1phl� m 8F 16^OB/1T jL11JOB # + ' # 1 5w .7 72 7 V I— n ' r 1..1/2 CLEAR �. - �� Z F 1 ,71L� F• -i IIIIII III�ryII �, f` U IIIrIlrl III r� N o 8F20-1B/"IT ® 0 < a. - #3 REBAR AT TOP MIN. (1) REQ'D ry a SPLICE DETAIL ® 12/16/14_...._.__ I— - " 161-101,16 -10 16'-10" 3'-0" 3'-0" 5'-10" H O 8F20-0B/1T 1 < ;' G.M.U. 8RF22-1B/1T I O ° GROUT �L I 0 w--. _� u,.,l I�VVIVI�IV�IWV�J�. I p - pV u1 I. Mr Z 5 REBAR AT BOTTOM OF LINTEL O D D O O O O O O O 8F24-1B/1T W 0 a, # z Z � E :w C\1 N CAVITY O Vit, SEE PLAN FOR TOP OF WALL AND LINTEL INFO ® - - `V 0 --- --�' '—BOTTOM REINFORCING PROVIDED � - . ; .. i - _ L IN LINTEL VARIES ... , . .. '. :. : : •. •.'• ' .. • • ; , i.rT— IV...' I Ih I I ,i,;•.. � � ."ir I II III � I ...""-1 I „� II i � :�.' — — . LJl 1__.d�'.IilIWIWI VLIIIIL_LI�..... O T 7-5/8 ACTUAL (VARIES) � oo nn � _ B" NOMINAL WIDTH >Y ..; . :: a •,. :; C D D - 0 SF24 UB/1 T � O O O O O O C O O O O O O O FILLED ui :.;.;.•: •.:.::.•:.LINTEL PER PLAN 4 3-4- 2' 10" 3' 0 3'-0" 3'-0" 2,_.10" O 8RF301B/1T -mss- 3, 0 3 0 , 3 0„ 2'-10 O 8F32-1B/1T 1-1/2" CLEAR U TRANSOM OPENING 0 _ ` -- _ �. � i � � ri 8RF30-OB/1T � < w - #5 REBAR AT TOP MIN. (1) REQ'D U) z �ZRAME INFILL AROUND ® O " 0 8F32 -0B/1T 0� 'C� r WINDOW BY BUILDER -SEE FOUNDATION Q = C.M.U. G (n P` o v r p - PLAN! FOR FILLED CELL _ O 8F38 -1B/1T L- W / �cE 1/�/F01/SD2 FOR \ MORE INFO °. INFO. MIN. (1) IS REQ'D O m �n ° �: GROUT O ' ON EITHER SIDE U.N.O. 8F12-1B/1T �� OF_ v? I; rn I — I O 8F48 -0B/1T �--- ~ C� O Q —BOTTOM REINFORCING PROVIDED 0 z v I- o ACTUAL -9 loo 7 5/8" IN LINTEL (VARIES) O �. 0� W z O D Y Ow 8 NOMINAL WIDTH U) ar z o o 8F56-OB/1 T -.. (2) 2X8 WOOD HEADER ® �v „ J I - r :'...,: TURNED SIDEWAYS. m w D Q O p v U) ^ = l Ox 8RF38-1B/1T vl zJ W W . _ATTACH THE FIRST PLY UNFILLED IT - 'f 2X8 TO MASONRY WALL ? 7Y A O `�<WZO W/ SIMPSON HUS26 0 NOT USED � � � l � U � I- DOOR OPENING r' ANGER G EA. END. v �� W O Q c USING (6) 3/16" DIA. X 1 ® `�' - �- 1 1/2" CLEAR V F- N -A C r-_ r < U ". 3/4" TAPCONS INTO —#5 RIBAR AT TOP M1N. (1) REQ'D [a MASONRY & (4) 10d X 1 O 1/2" NAILS INTO HEADER. a L1� a i - THEN APPLY THE 2ND PLY Q `j) ,W (0 -TOP .KNOCK OIJT/LINTEL BLOCK U F C] L - rLu TO THE •1ST PLY W/1Od O cEl� W Q `.. COURSE `> STAGGERED @ 6" O.C. x as U p t-=• , '� � q � #5 REBAR AT BOTTOM MIN. ("1) W h D LINTEL AT TRANS➢' NAIL LUQ, _: 16G I— ��---- --16 GA. POWERS S PEEL BOXED a SCALE: 3/ - 1'-0" CL 7-5/8" ACTUAL LINTEL z 8" NOMINAL WIDTH z O I" OWE11n STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE A.. B C.. D.. #3 17/8 41/4 7 15 #4 21/2 55/8 91/2 20 #5 3 1/8 1 7 11 3/4 25 #6 33/4 8 1/16 '14 30 #7 43/8 9 13/16 16 1/2 35 O MIN. 3'^2 0, 3'-2" O 3'-2" LO p SAFE LOAD TABU NG�'�S ul.:!'�� _. ��tlJJ�I ' ,-.'c;w.u.,,Iuw.VSSu�IJ"wl•VS� IJ'vIIWIIJ' .....,_ — _ -- 6'-2' O O O c 8'-0" 1. ALL VALUE,, BASED ON MINIMUM �l' NOMINAL BEARING. -EXCEPTION: SAFE LOADS l=UR UNFILLED _ -0' _ '-0' - LINTELS MUST BE REDUCED BY 20%o IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL W MIN. B MIN. MIN. _ C) O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. I ;. - --- 5'-9 1/2" p 2. 0 = NOT RATED. (n 8'-0" 8'-0" 16'-0" W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE, LOAD ON THE SECTION SPECIFIED, Q Q 4. SAFE LOADS BASED ON GRADE X10, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR H � � z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING S W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 0 J 6. ONE #7 REBAR MAYBE SUB,STlTUTED FOR TWO #5 REBAFRS IN 8" LINTI=LS ONLY. ~ � LINT LPL o U 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W im CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 M I,, - < 1/$++=V -0,+ SUPPORT. W i- ® z ry 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. () _j-- 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. u eC) .— � _-�-fl•1'i6i•",.'S�iZ)k•Yi�il2. s�".df"9T. .'y'•s.NIDi'._-.T"611:`.Y'G'rylf„•.n.••.�� �"A'a'TP.:tt'+.P,�V +Kl�-• 9' .l L_ � �. 3 a °° #3-2/2, U n SCALE: 3/4" = 1'-0" SANFORL)S" 5 Otp�RrM`�` COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES INC. is strictly prohibited. a. #5= 2% a .. a #6-3” STRUCTURAL ENG BED - a. a #7=3 %2. < DRAFTING: ° v a a .. `^ -STRUCT: DP uBu Q QC CHECK CC ,a a cJ) a.. a a.: • No. TM 2142496 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK jL11JOB # + ' # 1 5w .7 72 7 Z SCALE: AS INDICATED ~ �I l.J REBAR SPLICE DETAIL DATE: 12/16/14_...._.__ SCALE: 3/4" = 1'-0" SANFORL)S" 5 Otp�RrM`�` COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES INC. is strictly prohibited. (1) #5 FROM FTG. TO TIE BEAM :I _ (1) #5 FROM FTG. TO TIE BEAM g SPLICE TO BE MIN. 25" GROUT - _ SPLICE TO BE MIN. 25" GROUT - _ GELL SOLID CELL SOLID = _ 8" CMU BLOCK - 8" CMU BLOCK I i w 3-1/2" CONC. SLAB w/ _ I 3-1/2" CONC. SLAB w/ _ I I _ 3-1/2" CONC. SLAB w/ - FIBERMESH REINF. OVER - I FIBERMESH REINF. OVER w = = FIBERMESH REINF. OVER E3 MIL VAPOR BARRIER _ I _ 6 MIL VAPOR BARRIER _ I I = 6 MIL VAPOR BARRIER a w �-21 N LU w qp �1._" _ .cla .I -a OD O (n LU IjY1IIYn-_—J-AI , '. . nay GRA—IDE-r z_cr-IGRADE �j ' =4 00¢ 4— i L U) 7__: ¢I— 1 I 1-11 41 4 II— . — " I- a = _ 5° _ _ CLEAN COMPACTED (2) #5 BARS CONT. ' I I-= _ (2) #5 BARS CONT. III=III=III FILL 95% STANDARD W/ 3" COVER TYP. CLEAN COMPACTED DENSI1TY W/ 3" COVER TYP. CLEAN COMPACTED � V-4" FILL @ 95% STANDARD 1141 FILL @ 95% STANDARD DENSITY DENSITY -� WHERE 2ND STORY OCCURS FTG MIN 4" (1) #5's CONT. 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER z 6 MIL VAPOR BARRIER w� �z N an. a� ., . �, , ... , . __ , .. '�'' ": • .•.:;: I4.. -III-1 I I—I I hI ,_ ... " '' ---I I-- —I IW -F 11 — —I I—I I — — - 1 ___ I I I I--- - -Ir V 1=1 CLEAN COMPACTED --� 11= I— - - =1 FILL @ 95% STANDARD i --i _ CLEAN (2) #5 BARS CONI". W/ 3" COVER DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP: AT 2 STORY CONDITIONS TYP. AT 2 STORY CONDITIONS 81 8. FILL @ 95% (3) #5 BARS REQUIRED AND Q#5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE FOOTING TO BE 20" WIDE DENSITY HOLD BEARING WALL BACK SO THAT GYP FINISH IS FLUSH WITH FOUNDATION 21/4 BELOW w 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER j(5 MIL VAPOR BARRIER c 2x BEARING WALL --- 2x BEARING WALL SEE PLAN/BEARING SEE PLAN/BEARING WALL SCHEDULE WALL SCHEDULE FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC. SSB w/ INFORMATION INFORMATION FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 2x PT SILL PLATE 2x PT SILL PLATE (2) #5 BARS CONT. W/ 3" COVER TYP. - AT 2 STORY CONDITIONS (3) #5 BARS REQUIRED AND FOOTING TO BE 20" WIDE I I I III -1 I I -I 11-1 �--CLEAN =III 111== I hI' COMPACTED FILL @ 95% 8" 8 STANDARD DENSITY X WHERE 2ND S FORY OCCURS, FTG - - - - SHALL BE '1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS Q LU Luw MF01 TYP. EXT. FOOTING F0 GARAGE CURB FOOTING F08 NON-BEARING STEP DOWN FI DOUBLE STEP FOOTING FM OFFSET FOOTING EA IFOO, 1N ' R.Iy` BEARD h SCALE: 3/4" ti V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = '1'-01i SCALE, 3/4" = V-0 0, 4k, XXXI111111111,11 q le e.111 3/4" RECESS @ 4i o•"W 4, �i � ' o Q_-) z � ° ti c� < PER MFG. SLIDING GLASS C U SPECS DOOR — `W ii• ! o .J U • o: a ° SLOPPED GROUT a' a 1 v _ 'p>r �O�o•��.� d 4 8" CMU BLOCK TO DRAIN SEE PLAN ° . d , - r SLOPE O - �. MIN. 24" BEFOREILL FOR STEP OPTIONAL CURB ANOTHER STEP a 3-1/2" GONG. SLAB w/ �� - I - (1) #5 FROM FTG. TO TIE F=%® 8" (G.C. TO VERIFY) d'a I'd ° a a S F - M S S ��d9P11111� y FIBERMESH REINF. OVER B�Al/l SPLICE TO BE MIN. OPTIONAL '�'I 3-1/2" CONC. SLAB w/ I b I b + - r„ v) REINF. SEE p #5 CONT. REINF. 6 MIL: VAPOR BARRIER 2v GROUT CELL SOLID w CURB FOR e PLAN FIBERMESH REINF. OVER P I �d I , SEE FOUNDATION J ;' • = REFER TO PLANS FOR MAS. @ ELEV. " . 6 MIL VAPOR BARRIER y_I ' ' _ =1-3 LOCA PION Q- ° a: I . FOR QUANTITY 0'-0" 4+// (1) #5 . W J ve a u, d ! 11 a.r I 4 1/2" CASING O 1 u BAR CONT. a -_ n ° . - r j ° a ��...1 .... 7. 77 ®® waco w - U • w v _ v st�,:®I• r.l`W:l® �I ®,d+i W ewa®, >rf` '�.°'mt '.`'' `� -''-_- -, l z' f ALUMINUM THRESHOLD z O _ - - +. va I L I—III- A. a, , GRADE r v ;. ' , ;Q' = r ; , i a Q --I q 1 _III— .. I #J X LJ X 'L5° - - a' • l cV e d d -1 I I— 11- -. I I- '- ' - - - o a d (2) #5 NT. W/ 3 4 : ° ' ' ' CORNER BAR, ONE 3-1/2" CONC. SLAB 1— MUDDED I — — I . _ _ q.. — a I ' a' ° d.. I I D v• . 4 ®`- _ 1 1 =1 I I= d-COVERO I^ FOR EA. HORIZONTAL w/ FIBERMESH SLOPE -1 I , -_- - —elf i=r 1—C I I — — — — I. FLOOR CLEAN I- -- _ _ =b = - - q °.' I 4 { -Iii - —I �,,'L` a a W v v =I I �'1-1 I I—III—III— 1— I-1 I—I _ _ I---- -- = I - SLOPED COMPACTED - _ �-: a ° a = (2) #5 BENT BARS W/ °. .; e' , '• ' ° °, .° ' .,• ' J • .' I=+ . ••, REBAR, TYP. U.N.O. REINF. AND 6 MIL � ^__ _ I j -. - - - LU w .,.� .®: ., �.. I - �... e. ! VAPOR BARRIER - I �_ ~ z }} I I }- 3/4" RECESS Q- U C � _I III—I I TO DRAIN FILL C 95% 1 ISI—III—I I -_ - = w p=MIN. 25" LAP SPLICE .� �. ®®®�� ..•. v. 1-I I ----I (,I ---_ I _ I , I Q o I I —11 I =III=III-1 I --I 11= 1=11 I- w m ®,g, . a. I , °o ®o ®; ®� � z #5 BARS cQNT', • ° m STANDARD I I—I I— I — —I .. . • =1 I=I _, u' ° d <7, v - . a S` LOPE 1/4u ( ) A i �� U Iu r U _ �--r�... _ PER FOOT W/ 3" COVER (�YP. 1 -4 -CLEAN COMPACTED I� p I4liili h 1' 4' > F FBAR l -I it I II II II I II — I I — —I I I_I I = I �; d FILL 95°o O142;1 C I @ /STANDARD EA }I 5ti a� DENSITY 8" x 1'2" THICKENED - (`) #5 R_ SLAB w/ (1) #5 CONT. =III -III-III- I I (2) #5 MIN.- - - ' a DENSITY d, � U I I -III _-- - VERIFY W/ DETAILS FOR REQUIRED W/ 3" COVER..:'' I ! -III—I I—III-III- - STEEL AT 2 STORY LOCATIONS PER MFG. a !' 4 •a , a O _ 8 WHERE 2ND STORY OCCURS, FTG v - O SHALL BE '1' 4" WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED SPECS LA STEEL AT 2 STORY LOCATIONS EXP JOINT 0 al ' TIO EaP�INGON NU W (�FOOOTIN � SHOWER MFO THICKENED EDGE (MFO9, TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT, DOOR POURED SILLS 1 SCALE: 3/4" 11- SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =V4 ~ SEE PARTY WALLF- SEE ELEVATION 1/2" x 7" J -BOLTS OR ALL THREAD DETAILS (S7) FOR 1/2" x 7" J -BOLTS OR ALL THREAD 8" CMU BLOCK Q < 0ID r RODS 6" FROM EA. END OF WALL WALL ASSEMBLY RODS 6" FROM EA. END OF WALL SEE PARTY WALL C, - — _ AND @ 32" O.C. AND @ 32" O.C. DETAILS (S7) FOR - p ag U N FILLED CELL WOOD POST SEE I WALL ASSEMBLY _ a n va z 1- 11- nwl--- ui FLOOR PLAN FOR SIZE I j SEE PARTY WALL PT BOTTOM PLATE w 1 r O ou.., w -. - - - - - - - - - { °° X11 AND BASE CONNECTION DETAILS (S7) FOR 3-1/2" CONC. SLAB w/ _ - < Z ? Q n (D I (J I- p co - ° �'PT BOTTOM PLATE SEE PARTY WALL U � O '1 THREADED ROD 3-1/2" CONC. SLAB FIBERMESH REINF. (1) #5 FROM FTG. - O W z GARAGE �_- * - FOP COURSE TO BE ( ) I- o INFORMATION, ONLY w/ FIBERMESH REINF. DETAILS S7 FOR - _ OVER 6 MIL VAPOR _ _ T'O TIE BEAM � J cn CHAIR BLOCKS. ENTIRE 3-1/2" CONC. SLAB w/ REQ'D AT WALL WITH OVER 6 MIL. THREADED ROD TOP VIEW cr, CORNER - - -- FIBERMESH REINF. INFORMATION, ONLY BARRIER _ SPLICE TO BE MIN. Z Q O O - BASE TO BE FILLED UPLIFT VAPOR BARRIER 25 GROUT CELL i- 1- w Iii _- SOLID OVER 6 MIL. VAPOR REQ'D AT WALL WITH - SOLID s Q `n BARRIER d UPLIFT '- 0 ,� w� O O GARAGE WALL �GM U BA SE w/ ('1) #5 ® ° d? v : �.. a ° w Q cri Q Ya VERTICAL G EACH Z .'a <. a. • w °'° w f^ N F J SEE FLFZ. O L �,1 O CORNER. _ ° °.. .Q - Z w N Q 3-1/2" CONC. SLAB w/ DRIVEWAY BY PLAN FOR BASE I- - s . " J °°.. 4.'.. = w _ ° d d! 9 >✓ °. I- BUILDER - CONCRETE ' Q FIBERMESH REINF. OVER SIZE- CONCRETC OR I I I •. I - "' • v., - O 6 MIL VAPOR BARRIER - _ w I- - U PAVCRJ n. ..: T"I e— - S 1 F— 4" r SEE FOIJNDATION w I - - (-^ — - I I--.I._I FO1. R PAD .SIZE -III °_ •,- i- = -- — I I ' � — — - -- — ; I ---- I. I_ -j I . ----- dl .-� IBJ=�•' =^; � .r Imo, CONC. SLAB OR CLEAN COMPACTED , �^ PAVERS PER PLAN _-- _ �_ _ I it III III III I I o E_ __ �..• �F I FILL @ 95% I I - —1 I I CLEAN (3) #5 BARS STANDARD DENSITY. #5 BARS —III_ I I I I�I I- COMPACTED FILL V-811 O0. NS TY (3) = I = I -_ •-_ 11 11 I {� - � d a 2'_0" CONT. CLEAN @ 95% STANDARD - CONT CLEAN COMPACTED - �'I =1 I—III-III 8 x 8 THICKENED . �w ARS DENSITY - EDGE +rd '1 #5 " � `�°'� �'a COMPACTED FILL (3) #5 B FILL @ 95% STD. - O �, : a @ 95% STANDARD 2, 0,1 CONT. Z DENSITY CONT. a DENSITY C� z F'1 THICKENED EDGE M F15� FRONT BASE F1 TYPICAL FOUNDATION (MF18 TYPICAL FOUNDATION GARAGE OF19 TYPICAL FOUNDATION CMU GARAGE DO — SCALE: 3/411= 1'-011 COLD N DETAIL SCALE: 3/4" = 1'-0" WARTY WALL SCALE: 3/4" = 1'-0" PARTY WALL SCALE: 3/4" =1'-0" PARTY WALL SCALE: 3/4" V-0" T� 0 n 0 � o Ill 0 r 8"CMU- 8" C.M.U. FINISH u i -._-�� �FlJ'JISH PER z 3-1/2" CONC.SLAB — - PER ELEV. PVC OR SCH40 r ELEV. TOP (2) #5 x 4'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 w/ FIBERMESH i FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE a REINF. (- OVER 6 Mll_ _ ! FINISH FLOOR PENETRATION PENETRATION D Ib _j VAPOR BARRIER = j ComA, .I I I"1 ; - " s, a ,'-' _ _ ^°• '••: ': .•� ••• � ''.;:.: PENETRATING _ I I 1=I �' �•—a w� CL >�' 0 PENETRATING; PIPE 4 4�— n GRADE PIPE LOOP TIE (TYP.) CD _ � I h = = 11= I - — • .. ' '• • • III --III Icy - CLEAN --•.-�----•i= - _ - COMPACTED FILL_ — - — A STRUCTURAL ENG: BED __ �1 e �. I -I I i I I- DRAFTING: 11 II I — PVC SLEEVE 1VIIN. I _— I I f {— FOOTING FOOTING PER — — — — _ — — =1 = I� =_= I —_ — i— I STRUCT: DP I-1 I I—III-L _ SEE FDN PLAN I _I_ 1 I - I I_ - DIAMETER TO BE.:2 - PER PLAN PVC SLEEVE PLAN I'I I FOR SIZE III _ _ SEE FDN. _ _ CC CHECK: CC PIPE SIZES L`ARGFR' - _III= THAN THE -III_ &REINF. I -I ' -1 I PLAN FOR I- I w JOB No. TM -2142496 PENETRATING PIPE (SIDE VIEW) (FRONT VIEW SIZE&REINF. �, `r' 1 ,, ,� 1 = SCALE:AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FIND DATE: 12/16/14 F14- TYPICAL FOUNDATION 'D 1 viw/" PENETRATIONS SCALE: 3/4" = 1'-0" �AJVF©J',p ' -'• .strictly'prohibited. COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. 1s p - 2x6x12 P.T.-- CENTER .T.--CENTER BUCK 3/8" DIA. ANCHOR - OF OPENING 12 PRE-ENGINEERED WOOD z TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" O/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE STRUCTURAL SHEATHING — CLIP EACH TRUSS - SEE ROOF PLAN FOR TYPE - FRAME OUT TO u7 W C (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO AS REQ'D I . /' a� 2 X 4 P.T. TOP BUCK 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE INSTALLED PER NAILING PATTERN F - EXTERIOR SHEATHING ATTACHED I � I 1 � (1.) 2x "FOP PLATE� � PER NAILING SCHEDULE FROM I _ , t2) 2 ;� SYP Q - TOP OF KNEEWALL TO BOTTOM II (2) 2x #2 SYP ILL! �? OTHERWISE SP2 CLIPS AT TOP I I (2) 2x TOP PLATE y I SEE PLAN FOR 2x6 P.T. BUCK EACH I II II SEE PLAN FOR I BEAM SIZE _O SIDE OF OPENING AND SPI CLIPS AT BASE ARE BEAM SIZE REQUITED. I 2x4 SPF #2 KNEE WALLWALLp �-- I I ------WITH STUDS (@ 16" Q.C. 0 0- U 2x4 SPF #2 KNEE WALL I 2x4 SPF #2 KNEE WALL �-- (2) 2x PLATE U PROVIDE (5) AT DIA. J -BOLT B ACK 2x BLOCKING WITH STUDS @ 16" O.C. WITH STUDS @ 16" O.C. � , i f'f W/ STRUCTURAL 2x F l BOTTOM ---- SHEATHING FROM TOP Z (� EMBEDMENT AT EACH DOOR BRACKET, EACH _ CRICKET AS w/ STRUCTURAL I w/ STRUCTURAL I PLATE I, SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK REQUIRED (2) 2x #2 SYP I OF WALL TO BOTTUfvi OF Cl (! 2x P.T. PLATE SHEATHING RA BOTH SEE PLAN FOR w/ STR ZING ON 80TH WASHER W/ EACH ANCHOR. (1st BOLT TO BE SIDES FROM TOP OF I BEAM SIZE SIDES FROM TOP OF I PRECAST - WALL. ATTACHED PER LLI � - 4�1 NG SGHCDULE8" MAX. ABV. CURB, REST EQUALLY SPACED 1/L" x 8" A.B. OR TITEN HD @ --- WALL TO BOTTOM OF I WALL "fU BOT"TOM OF LINTF_L OR �` UUISE SP2 CLIPSNAI_IBEAM. ATTACHED PER BEAM. ATTACHED PER OTHER APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH END - - - BUILDER FFZAME _ KNOCK OUf ���,_ AT TOP ANDSP1 CLIPSNAILING SCHEDULE RADIUS AS REQ'D NAILING SCHEDULE COURSE�.-TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPSAT BASE ARE REQUIRED w/ (1) #5 CONT. - - _ AT TOP AND SPI CLIPS I I - 1/2''x8" ANCHOR BOLT IM - MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED MASONRY OR'fffEN HU @ 32" O.C, . a U - t BUILDER FRAME WALL _ START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D & 6" FROM EACH END � CURB (8" MAX.) p / = 9, _ UPLIFT CONNECTOR - - - — - — - 0 GARAGE 00P0 KNEEWALL ABO A/ (SEE SCHEDULE) s W N � F0 KNEEWALL AT ENTRY E0�' KNEEWALL AT ENTRY EOE KNEEWALL AT ENTRY U_ `� CD IJ (�,, K ETAI . •- SCAT E: 3/4" = 1'-0° i ASO N RY WAL SCALE: 3/4" = 1' U" SCALE: 3/4" = V-0.. _ O __-- SCALE: 3/4" = 1'-0" SCALE. 3/4 -1-0 (1) ._..,..�.......,._--_.,..,_,«�,_,.--....,_..see=,..-,._..,r-.....,-..,-ns.max.xra _.-..tea esa+artwm�a.,,......._.ao:•m,aa.Q.ns:w,mvsa�wwcnee¢ reeexum�.»....._....,..._.._...,.a...�,w. -.w-.. ,........_...�+„r LU CD (2) 2x TOP PLATE �_ (2) 2x PT BUCKS c�,; : ®111111B9g0��' Q PR�1� Op w/ 1/2" O.S.B. BETWEEN mmq g. ®� s� �� cv PROVIDE STANDARD HOOK ., q® ® y— o THREADED ROD PER PLAN IViIl�l.-----�_ � ` F�° �'� ECAST LINTEL NOTES: 10 (1) #5 IN TIE BEAM ',�� ,_ �. d � 4\ �. �® P Q ' � p 6" FROM END OF CMU` TYPICAL TIE BEAM w/ 3000 NAIL SCAB TO TOP CHORD Ito >,4jj. �, psi CONC. w/(1) #5 REBAR CONT.1. WINDOW AND DOOR ASSEMBLIES TO CONFORM WITH (4) 0.131" x 3 1/4" NAILS = _ . _ °� Q y_ cc TO 2010 FBG- R _ y o`'!", ; REFER TO PLAN FOR . STD HOOK w 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND i ADD 2x4 VERTICAL SCAB IN .� _ �, s" �^� -i O —a .. c m ADDITIONAL WALL FRAMING, INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY EACH TRUSS IF NO WEB IS .'� �damao °���a I (1) #b BAR IN PRECAST LIN'rEl_ INFORMATION �'' y. ' j W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND PRESENT a*� �� ♦�®� IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF - 9 ®®�®S99 Illi®® 4 (3) 0.131" x 3 1/4" NAILS TYPICAL **. USE 1/4" x 4-1/2" TAPCONS; BUCK (>) #�;i VERTICAL ;,L IN �. BLOCKING AS SPECIFIED — TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING �' AT EACH TRUSS - �aRUsJT FILLED CELL , IN BEARING WALL SCHEDULE psi CONC. w/ 1 #5 REBAR VERT. 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT O NAILS OR EQUIVALENT, STRUCTURAL 2x4 X' BRACE ACROSS LENGTH �I p \� a VERIFY w/ PLAN FOR REQ'D OF SHEARWALL 3 - 1 #5 `JERTICAL IN / O �.. CONNECTION OF WINDOW TO STRUCTURE BY 9� O U _ LOCATIONS i I GROUT F=1�L�D C /I - OTHERS r O r FASTEN P f 2x"'LIi) IN THIS CASE. NAIL SCAB TO PLATE WITH REQ r'iR PLAN) NAILER TO MASONRY - j ",u i ) !l 3 0.131 x 3 1/4' TOE NAILS � I � � � _ � � - " 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE O � •, ENTIRE COLUMN T47a �4 j 2x4 BLOCKING BETWEEN GROUTFILLED U 3 f Q ADDED TO EXISTING 2x BUCKED OPENING, USE i! I � r- BE'JROU-.' FlL.L�D � � µ a, CMU WALL AS REQ'D PER PLAN (1) EXTERIOR FRAME WALL TO CMU (3) ROWS OF 10d x 3' NAILS STAGGERED @ 12 O C No, (2) INTERIOR FRAME SHEAR WALL -1"O CMU � (3) INTERIOR LOAD BEARING FRAME WALL (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND 4 BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 31/16"X3" 12" O.C. 1 2x6 3/16" X 3" 12" O.G. 2 2x8 3/16" XT' 12" O.C. 2 @ EACH SUCCESSIVE BUCK! ---- - z TRUSSES TOENAILED TO � ° SEE PLAN� U � DOUBLE TOP PLATE WITH ,U eroO0- r= o 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4" NAILS @ 4" O.C. � , ..�• U ro � p'� THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET TRUSS (AS NOTED) _ r l 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE �°GU�G U 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW NOTE: ALL HOOKS AND SPLICES TO BE FRAMED WALL TO 2x PER WINDOW MANUFACTURER'S SPECS CONSTRUCTED AND SIZED PER NOTES O O - BEAR ING/<C�.INEAR WAIL T cmu _�MDO�l 'VERTICAL IN O I � CIO iVl�n UCK ®ETAIL W01 CONNECTION ®� PERP, W IN g -- PT BASE PLATE DETAILSCALE: 3/4° = 1'-0 PVA CONNECTI .) L)E�I AI SCALE: 3/4' SCALE: 1/2"=1'-0" � SHEARWALL TO TRUSS SCALE: 3/4 -1'-011 ROOF SHEATHING -SEE FRAMING PRECAST LINTEL, TYP. PLAN FOR NAILING SPECS RECESS WHEN REQ'D NOTE: CUT BACK 2X8 P.T. 2x4 PLATES OVER , VALLEY FRAMING TUP'TO ALLOW CONT. 2X4 SEE TYPICAL HEADER ROOF DECK - SEE 2x BLOCKING BETWEEN TRUSSES BLOCKING AROUND CURVE. FRAMING DETAILS FOR MASONRY WALL - MIN. 2 TAPCON ANCHORS PER GLUED AND NAILED AT 6" O.C. ADDITONAL INFORMATION UTL. �'EE PLAN 2X8 LINTEL (SEE PLAN) - 2X.8 VV/(?_)16d Z- - -7/16" O.S.B. . TOE NXTS EA. " END EA. SIDE /--2X BLK'G. TO 2X4 SPF CONT. O.S.B. w/ (2) - BLOCKING ATTACH TO 8d EACH END 7/16" USB W/ (2) 8d NAILS _ - 7/16" OSB EA. SIDE, W/ — 6d NAILS (d,) 16" U.C. TO SIDE & "TOT' NAILER F _ 2X BUCKS, SEE MD04FOR MORE INFO. (2) LAYERS OF 3/4" CDX PLYWOOD GLUED AND NAILED AT 6" O.C. r, STAGGERED (TYP. ARCHED RAFTER) NOTE: PRE -ENG. COMMON TRUSSES MAY BE USED ILO. CURVED TRUSS ,r r HEADER (SEE PLAN) SEE FRONT ELEVATION FOR WINDOW TYPE , r ❑ r(3) 16d COMMON Z ROOF SHINGLES: ROOF TILES:CJ A Q NAILS (TYP.) 0 r- 0 �r 1. MEETS ANSI/UL'790, 1. CONC. OR CLAY TILES 0 HEADER PE� III - °' r` CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS R LOCATION n O � zH V) 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) U 06FF-- z ' o, 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q 2x w/ (2) 16d 0 Q O 0Y TOE NAILS zUf^❑Ur D 26 GA. GALV. FLASHING: p EACH END -- O N w 1. G-90 GALV. COATING 2x4 SPF CONT. - I �6 o 2. MEETS ASTM A527 z BLOCKING ATTACH U) o O O"� 3. REGULAR POLYESTER ►- TO 7/16" OSB w/ (2) � l " zl--F-ww >. 4. 1.0/0.5 MIL vv/ PRIMER .E ~ 8d NAILS ¢ � (j) F- z Q O 5. MIN.THICKNESS 0.0187 IN. 7/16" OSB EACH SIDE, U O 6. CHROMATE TREATMENT W w/ 6d NAILS @ 16" O.C. 2 a U_F �ti - HURRICANE ANCHOR AT EACH � _j� TO SIDE & TOP NAILER N ILL 2x BUCKS, (2) LAYERS OF 3/4" CDX PLYWOOD GLUED AND NAILED AT 6" O.C. r, STAGGERED (TYP. ARCHED RAFTER) NOTE: PRE -ENG. COMMON TRUSSES MAY BE USED ILO. CURVED TRUSS ,r r HEADER (SEE PLAN) SEE FRONT ELEVATION FOR WINDOW TYPE , r 7/16" O.S.B.� ' TRUSS (REFER TO ROOF PLAN) ROOF SHEATHING MUST Q U ❑ EA. SIDE NOTE: USE SIMPSON H r - 3' BE APPLIED AND 2X STUDS @ 16 O.C. FOR KNEE WALL '� '��• i �.. r � r FASTENED TO O � lr .,'� pe In H4 OR H5 AT EACH END r , g r , 'r BASE TRUSS PER PLANS BEFORE 1 ` - U 2X LK'G, TO 0 , PRE ENGINEERED ROOF /1 �I ( "' l i U L ___ v_. _^--- ELEVATION VARIES-_ OSB w/ 2 F TRUSS/RAFTER ,r ��' O LSTA18 @ 32 O.C. STUD TO PRE -ENG - _—`, LI ( ) - r r� r' TRUSS BELOW DORMER FRAMING IS INSTALLED. { _ _� �•.... -- — < 8d EACH END (TYPICAL) , r/��, / r �r , TRUSS, SLIT ROOF SHEATHING FOR �_=t TOP OF VIASONR`f° z r rr r' 'rr 2X4 WD STUD CRIPPLE STRAPPRE-ENG. WD ALUM. DRIP EDGE T_ ll AT 16"O.C. OCONF. ROOF SHEATHING NAIL PER TRUSS, 24' O (; END VIEW 2x4 PLATES OVER ROOF 2x CONT. SUBFAS IA 0__ PLAN DECK- SEE DETAIL BELOW rN R-30 INSULATIO FOR FASTENING SPECS r DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKINGw/(2)16d NALLS ' - VENTED ALUM/!. Sf:)FFIT U EACH END TO TOP CHORDS OF I/2" DRYWALL z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER - ❑ TYP. SINGLE O '1.•�ej �r r DOES NOT LINE UP ABOVE TRUSS J � WFO 1 ARC' WIND(.)W FR S° MINGINET,(DF0)1 BELOW AND CONNECT TIE -BEAM o g� ®ORDER FRAMING & BOTTOM O.C. CONT. GROUT zW ��-.- � -= SOLID K SCALE: 1/2" = 1'-1 W`�0RAI CIU PLATE CONN SCALE: 3/4"=1'-0" w DETAIL PRECAST CONC. OR POWERS-- REFER TO ELEV. � STEEL SILL TYP. ct ALL FOR OVERHANG ` "a �;- �.�,.,,,».�_�,�.��R.,.,,���a�.�-„.��:�y ,�n,���m�s.:...�,,:�,m�•- ,��.T WINDOWS � ❑ IF A/C IS SUSPENDED FROM TOP WINDOW F'ER j z CHIMNEPRE-MAY 11 1/4” DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLOOR PLAN c j CI-lIMNEY CAP - FLUE AND FRAME CHORD (2) 2X4 #2 SYP BLOCKING �� T REQUIRED @ TOP CHORD. _ �_ - � U (1) SPF14 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 - - -- ------- _ TEXTURED Ljj SPEC.'S COMPANY SEE -`-- - '�- 1/2" G.W.B. OVER VAPOR O ,� - r CEMTITUOUS FINISH, _ l`� PLAN " STANDARD TRUSS BARRIER W/ R4.1 INSUL. '1/2° MIN. THK. ON O.S.B. OR C.D.X.CGABLE SHEATHING PER PLAN W/ TOP OF CHIi�/INEY SHALL BE A MINIMUM l ROOF SHEATHING BETWEEN 3/4" P.T. VERTICAL CMU ❑ 0 0 T TOP CHORD VARIES W -' � ���' 8d RING SHANK NAILS @ 4" O.G. ON EDGES AND 12" � OF 2'-U" ABOVE A POINT WITHIN `I O'-0" FURRING @ 24" O.C. z OF THE NEAREST ROOF O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING f — SHOWN FOR CLARITY ��` W 0 6 2X4 VERTICAL (a_)24"1O.C. / CONC. SLAB __ 8x8x16 CONC BLOCK 0 C) 0 MAX. PROVIDE (4) 10dNAILS // SEE FOUNDATION - W � i------------ 2x4#2 SYP CROSS TO BOTTOM GHD & (3) 10d _ = i PLAN FOR MORE w � '� X + 2x4 #2 SYP RAT RUN I I BRACING (AT 45') W/ INFO 0 F � NAILS TO TOP CHORD + - _ TOP AND BOTTOM MIN (3) 12d NAILS TO RAT MAIN FLOOR � ®_ �' (2) BAYS PAST A/C RUNS. TYP EACH SIDE \ _r U Cl. A/C UNIT AND PAN I IM: (.1'-0" (4) 16d COMMONS NAILED @ EACH END LOCATION. MIN (3) BAY MIN. 24" y BY SUPPLIER MIN. 24"' rX LAP W/ (2) 16d NAILS MAX 48" 'I MAX 48" CONDENSATE �9 �.I STRUCTURAL ENG: BED GALV. FLASHING TO EACH TRUSS. TYP DISPOSAL BY A/C 1-111 =EI 11`I l__.' -� + EACH SIDE ` /J�! I I SUPPLIER � _ Iii-•� DRAFTING: �\ II_�h�II•—� �1II-- STRUCF: DP CONNECTION TO BE \� .-T� w C _._ 2X4 BLOCKING V1/ (2) 16d ---._� =' + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED . � �I- - - - - - - - - - - SUPPLIED BY A/C ��� I" QC CHECK: CC --`--._,- � + TO VERTICAL 2X4's - - - - - - _ ^ -- COMMONS END NAILED TO STANDARD TRUSS - BOTTOM CHORD _ `� .. W� u JOB No — VERTICAL 2X4's �. � ,- COMPANY � 7 6� TM -2142496 . + + SEE SHEETSDI 5 SCALE: AS INDICATED (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS ��� roc `� + # BLOCKING UNDER A/C SUPPORTS DarE: 11�SIMPSON A34 OR LUS24-2 EACH 12/16/14 CIVi01 CHIMNEY PRE-ENGINEERED TRUSS T1301 A/C IN TRUSS END a FRAMING DETAIL SCALE: 3/4"=1'-0" „_ 0.1 TYPICAL WALL SECTION SAP1FQRD SCALE: 3/4 V-0" -- ^ 'k SCALE: 3%�'ar--' 0' _ COPYRIGHT MCD 20'14' The information contained in this d t C 1 9 WAL L"S I I� E TO RY %J UZ ocumen Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ❑ U Z ROOF SHINGLES: ROOF TILES:CJ A Q 0 r- 0 �r 1. MEETS ANSI/UL'790, 1. CONC. OR CLAY TILES 0 III - °' r` CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS n O � zH V) 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) U 06FF-- z ' o, 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q W 0 Q O 0Y zUf^❑Ur D 26 GA. GALV. FLASHING: p -- O N w 1. G-90 GALV. COATING 7/16" O.S.B.� ' TRUSS (REFER TO ROOF PLAN) ROOF SHEATHING MUST Q U ❑ EA. SIDE NOTE: USE SIMPSON H r - 3' BE APPLIED AND 2X STUDS @ 16 O.C. FOR KNEE WALL '� '��• i �.. r � r FASTENED TO O � lr .,'� pe In H4 OR H5 AT EACH END r , g r , 'r BASE TRUSS PER PLANS BEFORE 1 ` - U 2X LK'G, TO 0 , PRE ENGINEERED ROOF /1 �I ( "' l i U L ___ v_. _^--- ELEVATION VARIES-_ OSB w/ 2 F TRUSS/RAFTER ,r ��' O LSTA18 @ 32 O.C. STUD TO PRE -ENG - _—`, LI ( ) - r r� r' TRUSS BELOW DORMER FRAMING IS INSTALLED. { _ _� �•.... -- — < 8d EACH END (TYPICAL) , r/��, / r �r , TRUSS, SLIT ROOF SHEATHING FOR �_=t TOP OF VIASONR`f° z r rr r' 'rr 2X4 WD STUD CRIPPLE STRAPPRE-ENG. WD ALUM. DRIP EDGE T_ ll AT 16"O.C. OCONF. ROOF SHEATHING NAIL PER TRUSS, 24' O (; END VIEW 2x4 PLATES OVER ROOF 2x CONT. SUBFAS IA 0__ PLAN DECK- SEE DETAIL BELOW rN R-30 INSULATIO FOR FASTENING SPECS r DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKINGw/(2)16d NALLS ' - VENTED ALUM/!. Sf:)FFIT U EACH END TO TOP CHORDS OF I/2" DRYWALL z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER - ❑ TYP. SINGLE O '1.•�ej �r r DOES NOT LINE UP ABOVE TRUSS J � WFO 1 ARC' WIND(.)W FR S° MINGINET,(DF0)1 BELOW AND CONNECT TIE -BEAM o g� ®ORDER FRAMING & BOTTOM O.C. CONT. GROUT zW ��-.- � -= SOLID K SCALE: 1/2" = 1'-1 W`�0RAI CIU PLATE CONN SCALE: 3/4"=1'-0" w DETAIL PRECAST CONC. OR POWERS-- REFER TO ELEV. � STEEL SILL TYP. ct ALL FOR OVERHANG ` "a �;- �.�,.,,,».�_�,�.��R.,.,,���a�.�-„.��:�y ,�n,���m�s.:...�,,:�,m�•- ,��.T WINDOWS � ❑ IF A/C IS SUSPENDED FROM TOP WINDOW F'ER j z CHIMNEPRE-MAY 11 1/4” DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLOOR PLAN c j CI-lIMNEY CAP - FLUE AND FRAME CHORD (2) 2X4 #2 SYP BLOCKING �� T REQUIRED @ TOP CHORD. _ �_ - � U (1) SPF14 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 - - -- ------- _ TEXTURED Ljj SPEC.'S COMPANY SEE -`-- - '�- 1/2" G.W.B. OVER VAPOR O ,� - r CEMTITUOUS FINISH, _ l`� PLAN " STANDARD TRUSS BARRIER W/ R4.1 INSUL. '1/2° MIN. THK. ON O.S.B. OR C.D.X.CGABLE SHEATHING PER PLAN W/ TOP OF CHIi�/INEY SHALL BE A MINIMUM l ROOF SHEATHING BETWEEN 3/4" P.T. VERTICAL CMU ❑ 0 0 T TOP CHORD VARIES W -' � ���' 8d RING SHANK NAILS @ 4" O.G. ON EDGES AND 12" � OF 2'-U" ABOVE A POINT WITHIN `I O'-0" FURRING @ 24" O.C. z OF THE NEAREST ROOF O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING f — SHOWN FOR CLARITY ��` W 0 6 2X4 VERTICAL (a_)24"1O.C. / CONC. SLAB __ 8x8x16 CONC BLOCK 0 C) 0 MAX. PROVIDE (4) 10dNAILS // SEE FOUNDATION - W � i------------ 2x4#2 SYP CROSS TO BOTTOM GHD & (3) 10d _ = i PLAN FOR MORE w � '� X + 2x4 #2 SYP RAT RUN I I BRACING (AT 45') W/ INFO 0 F � NAILS TO TOP CHORD + - _ TOP AND BOTTOM MIN (3) 12d NAILS TO RAT MAIN FLOOR � ®_ �' (2) BAYS PAST A/C RUNS. TYP EACH SIDE \ _r U Cl. A/C UNIT AND PAN I IM: (.1'-0" (4) 16d COMMONS NAILED @ EACH END LOCATION. MIN (3) BAY MIN. 24" y BY SUPPLIER MIN. 24"' rX LAP W/ (2) 16d NAILS MAX 48" 'I MAX 48" CONDENSATE �9 �.I STRUCTURAL ENG: BED GALV. FLASHING TO EACH TRUSS. TYP DISPOSAL BY A/C 1-111 =EI 11`I l__.' -� + EACH SIDE ` /J�! I I SUPPLIER � _ Iii-•� DRAFTING: �\ II_�h�II•—� �1II-- STRUCF: DP CONNECTION TO BE \� .-T� w C _._ 2X4 BLOCKING V1/ (2) 16d ---._� =' + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED . � �I- - - - - - - - - - - SUPPLIED BY A/C ��� I" QC CHECK: CC --`--._,- � + TO VERTICAL 2X4's - - - - - - _ ^ -- COMMONS END NAILED TO STANDARD TRUSS - BOTTOM CHORD _ `� .. W� u JOB No — VERTICAL 2X4's �. � ,- COMPANY � 7 6� TM -2142496 . + + SEE SHEETSDI 5 SCALE: AS INDICATED (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS ��� roc `� + # BLOCKING UNDER A/C SUPPORTS DarE: 11�SIMPSON A34 OR LUS24-2 EACH 12/16/14 CIVi01 CHIMNEY PRE-ENGINEERED TRUSS T1301 A/C IN TRUSS END a FRAMING DETAIL SCALE: 3/4"=1'-0" „_ 0.1 TYPICAL WALL SECTION SAP1FQRD SCALE: 3/4 V-0" -- ^ 'k SCALE: 3%�'ar--' 0' _ COPYRIGHT MCD 20'14' The information contained in this d t C 1 9 WAL L"S I I� E TO RY %J UZ ocumen Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ❑ _j Z ROOF SHINGLES: ROOF TILES:CJ 0 r- 0 �r 1. MEETS ANSI/UL'790, 1. CONC. OR CLAY TILES 0 III - °' r` CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS n O � zH V) 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) U 06FF-- z ' o, 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q W 0 Q O 0Y zUf^❑Ur (� w 00 26 GA. GALV. FLASHING: p -- O N w 1. G-90 GALV. COATING - I �6 o 2. MEETS ASTM A527 z U) o O O"� 3. REGULAR POLYESTER ►- � l " zl--F-ww >. 4. 1.0/0.5 MIL vv/ PRIMER .E ~ ¢ � (j) F- z Q O 5. MIN.THICKNESS 0.0187 IN. U O 6. CHROMATE TREATMENT W 2 a U_F �ti - HURRICANE ANCHOR AT EACH � _j� N 7/16" O.S.B.� ' TRUSS (REFER TO ROOF PLAN) ROOF SHEATHING MUST Q U ❑ EA. SIDE NOTE: USE SIMPSON H r - 3' BE APPLIED AND 2X STUDS @ 16 O.C. FOR KNEE WALL '� '��• i �.. r � r FASTENED TO O � lr .,'� pe In H4 OR H5 AT EACH END r , g r , 'r BASE TRUSS PER PLANS BEFORE 1 ` - U 2X LK'G, TO 0 , PRE ENGINEERED ROOF /1 �I ( "' l i U L ___ v_. _^--- ELEVATION VARIES-_ OSB w/ 2 F TRUSS/RAFTER ,r ��' O LSTA18 @ 32 O.C. STUD TO PRE -ENG - _—`, LI ( ) - r r� r' TRUSS BELOW DORMER FRAMING IS INSTALLED. { _ _� �•.... -- — < 8d EACH END (TYPICAL) , r/��, / r �r , TRUSS, SLIT ROOF SHEATHING FOR �_=t TOP OF VIASONR`f° z r rr r' 'rr 2X4 WD STUD CRIPPLE STRAPPRE-ENG. WD ALUM. DRIP EDGE T_ ll AT 16"O.C. OCONF. ROOF SHEATHING NAIL PER TRUSS, 24' O (; END VIEW 2x4 PLATES OVER ROOF 2x CONT. SUBFAS IA 0__ PLAN DECK- SEE DETAIL BELOW rN R-30 INSULATIO FOR FASTENING SPECS r DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKINGw/(2)16d NALLS ' - VENTED ALUM/!. Sf:)FFIT U EACH END TO TOP CHORDS OF I/2" DRYWALL z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER - ❑ TYP. SINGLE O '1.•�ej �r r DOES NOT LINE UP ABOVE TRUSS J � WFO 1 ARC' WIND(.)W FR S° MINGINET,(DF0)1 BELOW AND CONNECT TIE -BEAM o g� ®ORDER FRAMING & BOTTOM O.C. CONT. GROUT zW ��-.- � -= SOLID K SCALE: 1/2" = 1'-1 W`�0RAI CIU PLATE CONN SCALE: 3/4"=1'-0" w DETAIL PRECAST CONC. OR POWERS-- REFER TO ELEV. � STEEL SILL TYP. ct ALL FOR OVERHANG ` "a �;- �.�,.,,,».�_�,�.��R.,.,,���a�.�-„.��:�y ,�n,���m�s.:...�,,:�,m�•- ,��.T WINDOWS � ❑ IF A/C IS SUSPENDED FROM TOP WINDOW F'ER j z CHIMNEPRE-MAY 11 1/4” DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLOOR PLAN c j CI-lIMNEY CAP - FLUE AND FRAME CHORD (2) 2X4 #2 SYP BLOCKING �� T REQUIRED @ TOP CHORD. _ �_ - � U (1) SPF14 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 - - -- ------- _ TEXTURED Ljj SPEC.'S COMPANY SEE -`-- - '�- 1/2" G.W.B. OVER VAPOR O ,� - r CEMTITUOUS FINISH, _ l`� PLAN " STANDARD TRUSS BARRIER W/ R4.1 INSUL. '1/2° MIN. THK. ON O.S.B. OR C.D.X.CGABLE SHEATHING PER PLAN W/ TOP OF CHIi�/INEY SHALL BE A MINIMUM l ROOF SHEATHING BETWEEN 3/4" P.T. VERTICAL CMU ❑ 0 0 T TOP CHORD VARIES W -' � ���' 8d RING SHANK NAILS @ 4" O.G. ON EDGES AND 12" � OF 2'-U" ABOVE A POINT WITHIN `I O'-0" FURRING @ 24" O.C. z OF THE NEAREST ROOF O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING f — SHOWN FOR CLARITY ��` W 0 6 2X4 VERTICAL (a_)24"1O.C. / CONC. SLAB __ 8x8x16 CONC BLOCK 0 C) 0 MAX. PROVIDE (4) 10dNAILS // SEE FOUNDATION - W � i------------ 2x4#2 SYP CROSS TO BOTTOM GHD & (3) 10d _ = i PLAN FOR MORE w � '� X + 2x4 #2 SYP RAT RUN I I BRACING (AT 45') W/ INFO 0 F � NAILS TO TOP CHORD + - _ TOP AND BOTTOM MIN (3) 12d NAILS TO RAT MAIN FLOOR � ®_ �' (2) BAYS PAST A/C RUNS. TYP EACH SIDE \ _r U Cl. A/C UNIT AND PAN I IM: (.1'-0" (4) 16d COMMONS NAILED @ EACH END LOCATION. MIN (3) BAY MIN. 24" y BY SUPPLIER MIN. 24"' rX LAP W/ (2) 16d NAILS MAX 48" 'I MAX 48" CONDENSATE �9 �.I STRUCTURAL ENG: BED GALV. FLASHING TO EACH TRUSS. TYP DISPOSAL BY A/C 1-111 =EI 11`I l__.' -� + EACH SIDE ` /J�! I I SUPPLIER � _ Iii-•� DRAFTING: �\ II_�h�II•—� �1II-- STRUCF: DP CONNECTION TO BE \� .-T� w C _._ 2X4 BLOCKING V1/ (2) 16d ---._� =' + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED . � �I- - - - - - - - - - - SUPPLIED BY A/C ��� I" QC CHECK: CC --`--._,- � + TO VERTICAL 2X4's - - - - - - _ ^ -- COMMONS END NAILED TO STANDARD TRUSS - BOTTOM CHORD _ `� .. W� u JOB No — VERTICAL 2X4's �. � ,- COMPANY � 7 6� TM -2142496 . + + SEE SHEETSDI 5 SCALE: AS INDICATED (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS ��� roc `� + # BLOCKING UNDER A/C SUPPORTS DarE: 11�SIMPSON A34 OR LUS24-2 EACH 12/16/14 CIVi01 CHIMNEY PRE-ENGINEERED TRUSS T1301 A/C IN TRUSS END a FRAMING DETAIL SCALE: 3/4"=1'-0" „_ 0.1 TYPICAL WALL SECTION SAP1FQRD SCALE: 3/4 V-0" -- ^ 'k SCALE: 3%�'ar--' 0' _ COPYRIGHT MCD 20'14' The information contained in this d t C 1 9 WAL L"S I I� E TO RY %J UZ ocumen Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SIN DIA BEE PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 16r NAILS GABLI TRUSS TO PL -F.@12" 0.1 MAX. CMU WALL C LINTEL BELC SIMPSON HGA-10 "IMPSUN HGA 10 ROOF SHEATHING . ER PLAN c� 48" O.C. OSB NOT REQUIRED TO TOENAILED EACH END.AT 24" O.C. /�f w BE CONT. @D THE —.- USB NOT REQUIRED 'TRANSITION FROM TOP Fh �-_ -�-- •`� '� TO N CONT. @THE PLT. TO GABLE TRUSS 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN TRANSITION FROM 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS BEAM TO GABLE 2x4 OUTLpOKERS SHEATHING SPAN TO BE 2'-0" MAX.) END 2 EACH END BRACE TO LEDGER TRUSS @ 24"o.c. MAX. NAIL W/(2)16d NAILS EA. END DTC CLIP, (2) 8d NAILS — — — -- -.— — — INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & -� DBL. 2X4 TOP PLT. SHEATHING PER 2'-0" MAX. A___--TRUSS 2X4 LEDGER w/ (?_) 10d NAILS T---- -T- NAILS INTI) TUP BEAM PER PLAN BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS EACH WEB F PLATE F= PLAN ATTACH PER SIMPSON H-10 TYP.) DTC C @ - z _ - w — NAILING SCHEDULE ( i FASTEN SIDE WALL - _ T LIP, (`L) 8d NAILS INTO DOUBLE TOP PLATE BLOCKING, (`L) 1/4"x 2 3/4" ° EXTERIOR SHEATHING. w SHEATHING PER MASONRY WALL TAPCONS IN CMU. OR w PLAN. END NAIL P, OUTLOOKER = CD OR LINTEL SEE - •.;• = SIMPSON ME fA16 \ ATTACH PER PLAN FROM 0 W/(2)16d NILS TO TRUSS 2X FACIA, END NAIL PLAN w SIMPSON H10A DBL. 2X8 -_ TOP OF WALL TO BOTTOM p W/(2)16d NAILS@EA. _ - p TOP PLT. - 2x8 #2 SPF STUDS AT 16" O.C. p DIAGONAL TO OUTLOOKER - 0 a TOP PLT. MASONRY WALL-------:: - - 2x8 #2 SYP PT. BASE PLATE W/ z U .] HOLD WALL DOWN 3-1/2" STD CONDITION a@ C M lJ OR LINTEL SEE v = 1/2"x8" ANCHOR BOLT OR TITEN 2X8's@16" O.C. FOR OUTLOOKERS PRE -ENG. ROOF TRUSS (TYP ) PLAN r FID @ 32" O.C. & 6" FROM EACH J W i - BEAM CONNECTION FRAM WALL CONNECTION SHEATHING PER PLAN - END m 0 CU 1 -9 MAX. ATTACH PER NAILING Q SCHEDULE — Q a 'V'AULTED CONDITION CMU 01-1 E TEXTURED CEMTITUOUS SIMPSON DTC, 2 d NAILS FINISH, 7/8" MIN. THK. INTO BLOCKING, (4) 8d NAILS LL LL Li TO TOP PLA -FE 1/2" x 8" J -BOLT @ 32" O.C. AND �I/ _ � 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NA�LS INTO LU W WASHER BLOCKING, (2) 1/4"x 2 3/4"' 7 F- O CEILING NAILER - ------ TAPC ONS IN CN/IU. OR j SIMPSON A23 @EACH AS REQ'D. CMU WALL BELOW TRUSS '` V rRUSS SIMPSON META•16 I y - 3RACE TO PLATE ! �n A1i1�@Q6p®®I 1/2" GYP. BOARD MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C.-- -- --- -- �� e °o®oDao®.v® 0 STUD. REFER TO WALL SPLICE w/ 2 12d END NAILS EACH END. X c ON PT. FURRING �� d () @ —TRUSS PER PLAN 1J2" J -BOLTS w/ — _ - WASHERS (MIN. A35 DIAGONAL TO - f �o:C C�•° o DETAIL FOR FLASHING � ( REQUIREMENTS (MSTA M -12's MAY ---_____ _ ^q 6" EMBED) MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS -- WALL SHEATHING PER PLAN = _ d� „ �o r Z z FROM EACH END I LIMITED) - _ LAY 2X4 BLOCKING OVER THE � o � � �,�° 7 � � � U LINTEL PER PLAN TOP OF THE BOTTOM CHORD. � a "Z � AND 32" 32" O.C. MAX. I - -- _ u w�f --2x WALL, SEE PLAN - a - ATTACH wl ('L) 10d NAIL) CaJ �,�� " ®ti .� e� 75 0 I A -LEACH TRUSS �® �� 2X TOP PLATE TO GABLE �i� � .__._ END W/ 16d NAILS @ 6" O.C. STD CONDITION FRAME WALL BEARING CONDITION D CM `WA�.1 � ® �. � LL NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 &TRUSS F -d AQ@11 a1pA` I-IGA10KT @ 32" O.C. FRAMING FOR FALSE � � BEAM, IF REQ'D L _ MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM U) 2x4 STUDS @ 24" O.C. w/ w.� 'FIE BEAM COURSE SINGLE BASE &TOP PLATE VERIFY IF (GE04 ( \, CONTRACTOR TO FIELD VERIFY WHICH w/(1)#5CONT. w/ PLYWOOD SHEATHING FALSEBEAM `'°oABLE END !VAULTED AF06 NON-BEARING WALL CLIP DETAIL CONDITION IS REQUIRED.CCJNTACTEOR O O COVERING S VAULTED CEILING " _ I " SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D p � `v, I� REQ'D SCALE: 3/4 - 1 0 d' CII WALE. CONNECTION ION CLEARSPAN CONNECTION u" ., orf, Q 2X4 ATTACHED TO EA. GABLE � � III „. 2X4 BRACE WITH (2) 10d NAILS Q p = Pq o O� _ 2 TO DIACFRNFl STRONGBACK \ 2x6 COLLAR TIE HALF WAY UP OIIq ***NOTE: REFER TO DETAIL GE02 THIS I PAGE FOR GABLE 2X4 BLOCKS, (2)16d NAILS @ EA. 1 dI COMMON NAILS @ EACH ENDGHT OF VALLEY. FASTEN w/ ) 0 END. BLOCK ADJACENT BAYS @ _ v BRACING EA. DIAGONAL AS SHOWN. (TYP.) FASTEN ROOF SHEATHING TO — -- / BLOCKS W/ 8d NAILS @ 6" O.C. �! ATTACH 2x6 RAFTER TO 2x8------�-- w I a Im GE0 9 GABLE EN�lA FLATCEILING r0 BRACE SREQ'MID (4) BAYS D)BAYAFTER ONDGE ESIDOOF RAFTER. D WITH 350(`J C2 I CONTRACTOR TO FIELD VERIFY WHICH--s=""A -❑ - `� - - CONDITION IS REQUIRED. CONTACT EORI R -2X8 RIDGE CON N ETION DETAIL SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D 2X6 ATTACH A35 ON ADJACENT �- I �; BOARD RAFTER TO OPPOSITE SIDE �z U 10d COMMON NAILS @ 8" O.C. (AS SHOWN) _ _ 5 16d NAILS REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 MIN. WIDTH \ _. - CO O 1'-4" MAX ( } �. __ _ BRACE TO �� — SIZE OF O.H. PLATE THRU O.S.B SHEATHING ? BLOCKING `�. o CONT. 2X4 (THICKNESS PER PLAN) -1-Q <;- � � o � PRE-ENGINEERED TRUSS BELOW WITH - 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 w� • O w r- \ 2X4'S @ 24" O BPLATE ELOW O TOP CHORD OF EACH TRUSS ? r ,( �' `t06 111 U) aj OrrCO 2x4 DIAGONAL BRACE @ 48' Ca U F- Q co O.C. TO 3RD BAY REQ'D w/ / O 0 u z (D REFER TO PLANS FOR \ STRONGBACK, SEE CHART 2x6 s cr 24 O.C. MAX. �/ f— Z 0 EXACT SIZE OF O.H. , r / . / i� Q _E a v _ (/ 2x4 BLOCKS, (2),16d NAILS @ EA. \ / FASTEN CONVENTIONAL 2x VALLEY RAF 1 CR w w END. BLOCK ADJACENT BAYS @ EA. 1'-4" MAX. (5) 16d NAILS GABLE BRACING (}) FRAMING (OR PRE-ENGINEERED VALLEY _ < D y)Z z DIAGONAL AS SHOWN. FASTEN ROOF BLOCKINBRACETG \ \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 1— ^100 0 � O O SHEATHING TO BLOCKS w/8d NAILS u ¢ � O uj Q a 1 r r OR LSTA12 CONNECTORS ((5) 8d NAIL S) AT @ 6" U.C. = EACH RAFTER TO PLATE CONNECTION. z A 9 F-- U_ ~ N _s--_ -_^--- -- /� CONT. 2X4 PROVIDE 2x4 BRACE TO 0 cv EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d O NAILS. — STRONGBACK IF U I-- SIMPSON H10A REQUIRED, SEE Q Lu DIAGONAL TO CHART W BLOCKING GABLE BRACING @ 48" O.G. NOT (CF01�FIELD FRAMED z � (5) '16d NAILS 2X4'S @ 24" O.C. �® Cl BRACE TO REQUIRED 6' FROM EAVES. A A VALLEY ETA! L SCALE: 3/4" = 1'-0" BLOCKING \� a X \ GABLE END SHEATHING 45� ' GABLE END SHEATHIN NOTE: CONTRACTOR TO NAIL 1st KING FASTEN PER PLAN. - FASTEN PER N. STUD INTO HEADER PER HEADER PROVIDE 2x4 BRACE TO SCHEDULE THEN ATTACHED O EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR ADDITIONAL, KINGS AS REQUIRED 0 � TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS 2x CRIPPLES @ 16" o.c, w/ NAILS. .__--- PROVIDE 2X BLOCKING FOR SIMPSON SP2 TYP. TOP AND \\\ SEE SCHEDULE z LLJ NAILING BOTTOM IF HEADER IS NOT i FLUSH AGAINST TOP PLATE I 27ROWS 12d NAILS STAGGERED w 0 GABLE BRACING c 48" o WHEN STUD LENGTH IS I ` @ 12 O C. EACH FACE OR @ PRE ENG. TRUS 3 -ROWS 12dd FJAILS STAGGERED U.C. MAX. 45° FROM LESS THAN 12" USE i` n 12" O.C.FOR 2.x10 OR HORIZONTAL (+/- 100) LSTA30 STRAPS AT EACH BRACE NOT REQUIRED 6' STUD WRAPPED OVER I \\ 2X4 BRACE IF �� \ GREATER HEADER REQUIRED SEE ' �\ ` _ _ BRAC EAVES. L E B v R` A TOP PLATE &NAILED TO A B"A CHART CHART. HEADER EACH SIDE w/ \ I 10d COMMON NAILS (11) 10d NAILS l :\' ` —\_,_DOUBLE 2x SYP $2 liv/ i2" �' H GABLE BRACING (-� @ 6" O.C. ��` FLITCH PLATE HEADER (U.N.O.), — !� �- ATTACH JAMB STUDS -- �_� I I SEE HEADER SCHEDULE FOR � 0 O PROVIDE BLOCKING UP TO 4'-8" NO BRACE REQUIRES � GABLE VERTICAL PER WF08/SD4 �'� CONNECTION INFORMATION � � BETWEEN TRUSS BAYS @ I iM r FI LII°1G AND BLOCKING AS U� 48" O.C. FOR FIRST 3 BAYS DOUBLE 2x CRIPPLE j ! REQUIRED I ASTENED TO 4'-8" < H � 7'-0" 1 2X4 BRACE -\ I I HEADER vv/ (2) ROWS OF 12d � `>-. O SEE PLAN FOR SUPPORT — ( ) STUD TYPICAL AND TIE DOWN OF JACK 2ND 2X4 BRACE IF U.N.O.UNLESS, � r -- LLQ TRUSSES 71-01i C � n r--7 I ( ) I C� 1�' O.C. • IOTEJ � -� "' � /��REQUIRED, SEE I H � 9 -4 (2) 2X4 BRACE (SEE SECTION A -A) '< CHART I OTHERWISE � 0 � F�- �°eao I _�---2x STUC•a TYP. 3 n.. ***NOTE: GABLE SPANNING LESS THAN 8'DO NOT REQUIRE BRACING*** 9'-4" < H X14' o" STRONGBACK W/ 1 2X4 BRACE �+ p p I 1/2" THREADED ROD EACH SIDE OF � - - ( ) A- A GABLE VERTICAL I� �� I HEADER (CENTERED �,v/in TOP PLATE STRUCTURAL ENG: BED — �-+ ,� ' 'I ACING OR 6" FROM JAMB STUDS) w/.MINS" ¢ DRAFTING: ----_ _. __.....w. _... _.._.-._. 141-011H _18 -8 STRONGBACK W/ (2) 2X4 BRACE I , EMBEDMENT INTO FOUNDATION ONLY 1= @ BRIG WALL LOCATIONS W/ UPLIFT STRUCT: DP NOTE: OP, qy ��j1CpINC, Q CIC CHECK: CC . -- '�'�ti, PT BOTTOM PLATE w ALL GABLE BRACING IS TO BE SYP#2 OR BETTER \ ,ANFfiR� W JOB No. TM -2142496 I � � SCALE: AS INDICATED DATE: 12/16/14 (GE03 GABLE END FLAT CEILING (GE02 GABLE BRACING • 5 7 5 1 7 7 HIP F09 WALL DEADER DETAIL w� BOSTON B I SCALE: 3/4" = 1'-0" DETAIL SCALE: 3/4" = V-0" SCALE: 1/2" =1'-0" D 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. EXTERIOR WALL OR TRUSS 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" 2x DBL TOP W U 1 3/8" X Ve" SIMPSON SDS SCREWS @ 16" 0•C, MAX. 2 PLATE BEYOND MIN. 32 SHEATHING w z O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. SHEATHING PER ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3Yi' ° LL O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. - PLAN V SIMPSON SDS SCREWS @ 16" O.C. MAX. - - -_ - _- -_ - - - - - - - - - - o O w - CONNECTION PER PLAN W IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 6 o- T Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS I A' = NAIL lT -I� - - T- - - Il- 1I LEDGER W/ (2)1/4" x 2 3/4" TAPCONS AT 12" O.C. II I I II II I I II ® NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS SPACING STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 A 1/2" — @ 3" O.C. - _ - _ 2X12 BOX HDR w/ 2x8's TOP & BOT., II III I I I I I I I WALL © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d FASTEN w/ 10d X 3" NAILS @, 6" O.C. 2X8 SHEATHING TO 2X12 AT WALL_ TO BE FASTENED TO Q �, III III I I II I SPLICE SEE COMMON NAILS @ 3" O.C. (2) ROWS @TOP &BOTTOM A 1/2" I--- liz PRECAST LINTEL krs! (2)ROWS STAGGERED12 2x4 SYP #2 OR PRE-ENGINEERED , �I-ROOF TRUSSES @ 24" O.C. MAX. OPENING III II II I II SPLICE DETAIL, w w 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR VERTICAL z SEE PLAN w F- @ OF 1/4" x 4" TAPCONS c@ 16" O.C. MAX. W q) DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8' SPACE MEMBER IF GABLE END LINTEL SEE BETWEEN III = r DOUBLE NAIL EDGE SPACING III I II II II � r ROOF SHEATHING ATTACHED PER Y - FLOOR SYSTEM- - - - - - - - - w PLAN I 3 W PANELS o NAILING SCHEDULE + TYP. �.° IIS 1' � EXTERIOR SHEATHING -2x BOTTOM PLATE AROUND PKT SGD -� O� O SIMPSON w I- U W � OPENI N III II II II II , SEE PLAN FOR `L H3 CLIP �_ A (4) 10d NAILS FOR CONV. NAILS AT JOINT III III II II I II MORE INFO �- w z p _T1— — FRAMED MEMBERS ONLY LL - (AS NO -FED) 71— z } O SHEATHING SPLICE, STUD ¢ 0 --2x4 SYP #z OR - - FASCIA PER COMMUNITY SPECS PRE-ENGINEERED - IIII I I I I IIII I_IL I I I I I I I I R A ❑= � o 0 Q O Q) m ROOF W - =1L -ILL - -il- _ - =L - O (2) 16d NAILS TRUSSES a)24"O.C.MAX. PER -ENG TRUSSES - ----- ----------- `no W p 2x4 SYP 92 LEDGER. ATTACH TO STUDS OR BEAM' (2) 1/4" X 4'/i' SIMPSON SDS SCREWS @ 16" O.C. MAX. Y - FLOOR SYSTEM- - - - - - - - - w PLAN I PLAN �— W Z E + 0 �.° IIS 1' � EXTERIOR SHEATHING -2x BOTTOM PLATE i i PKT SGD -� O� 0 CD w I- U W � - ABU POST - - INT NAILS AT JOINT NAILS AT JOINT SIMPSON SDS SCREWS @ 16" O.G. MAX. CUT TO FIT 1 BEYOND SEE PLAN I t E � --- - .2X8 'P.'J': SYP. #2 TOP & ATTACH PER IMANUF. SPEC'S � LU > 0 F- LU LL - (AS NO -FED) 1 _ Od NAILS @ 4" O.C. 10d NAILS @ 4" O.C. SHEATHING SPLICE, STUD TRANSOM I I WINDOWS SEE I r SLOPE AS REQ'D O U - - - _ _ - W - LEDGER W/ 1!4" x 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS PER -ENG TRUSSES > - - SEE TRUSS PLAN FOR - - F- [� ' o - NUT SET IN ADHESIVE BETWEEN EXTERIOR'\ ® �* F1 EXTERIOR SH CATHING ATTACI�MENT PLAN I i /% PS01 DEADER ECTION POCKET z { o 2x8 #2 SPF VERTICAL @ U (� SHEATHING & BLOCKING I I ❑ Cid N - TRUSS CONNECTION PER PLAN 2 8d TOE NAILS O TO LEDGER TRUSS CONNECTION PER PLAN (2) 8d TOE NAILS CONNECTION V , _ 40 GYPSUMI r `2X6 P.T. SYP.#2 CONT: w/ (2) J LLI WALLBOARD I I 1/4" X 4" TAPCONS ��) '16" O.C. � m C13 JOINT, MAX. LINTEL SEE = SPACED EVENLY VERTICALLY �L 2x4 SYP 92 LEDGER. ATTACH TO STUDS OR BEAM' (2) 1/4" X 4'/i' SIMPSON SDS SCREWS @ 16" O.C. MAX. Y - FLOOR SYSTEM- - - - - - - - - w 1/8 GAP NAILING PER PLAN �— LEDGER E + 0 �.° IIS 1' � �I'-0" MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3%' -2x BOTTOM PLATE SCHEDULE PKT SGD -� O� + •� CD w I- U W � - ABU POST - - INT NAILS AT JOINT NAILS AT JOINT SIMPSON SDS SCREWS @ 16" O.G. MAX. CUT TO FIT 1 BEYOND SEE PLAN 2X4 BLOCKING E � --- - .2X8 'P.'J': SYP. #2 TOP & ATTACH PER IMANUF. SPEC'S �' o LU > 0 F- LU LL - (AS NO -FED) 1 _ Od NAILS @ 4" O.C. 10d NAILS @ 4" O.C. IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE BOTTOM? w/ 10d NAILS @ - 2X6 FACIA - - _ _ - W - LEDGER W/ 1!4" x 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS PER -ENG TRUSSES > - - SEE TRUSS PLAN FOR - - F- [� ' o - NUT SET IN ADHESIVE DO� SKIED ROOF DETAIL ® �* F1 EXTERIOR SH CATHING ATTACI�MENT EACH END SHEATHING SPLICE DETAIL PS01 DEADER ECTION POCKET s I— LJ � o 2x8 #2 SPF VERTICAL @ U (� PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. SCALE: 3/4" =1'-0" 0 O SCALE: 3/4" = 1'-0" OZ S'D W� TRPA NS SCALE: 1'-0" NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN�r + + -::.. _ wR' r o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION ` + + ®; ''o: o •�, Z z ` �• NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) , %�� � � � PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" � N / �; U PROVIDE 2X4 ON TOP OF 2X8 EDGE DISTANCE U,` o _ -� LEAST 8'-0" LONG. TYP. OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING �® - TO BLOCK OUT TOP PLATE PER ETAIL SEE TRUSS PLAN `�' Q @ 24" O.C.w/ (3) 12d � ��. � � � ❑ FOR MORE INFO - ALONG w/ `' NAILS @ EA. END % ,� so®� q 'S Q C� 2 ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3" EDGE 5" EDGE s (SOLID BLOCK w/ 2x6) ❑ - CONNECTORS i ao®®®4a® � ``,b . 3 _j DOUBLE 10d @ 3" O.C. 2x4 STUDS PER - DOUBLE 2X4 TOP PLATE 10d x 3" I� \ Ips '6 �� FRAMING PLAN 10d x 3" I w i + + + + + " P� ;'���i TOP SPLICE + + + + COMMON ❑ - O ' _ -----2x8 #2 SPF VERTICAL @ w - \ a ❑ a w z 4" , = 24" O.C. w/ EXTERIOR ii . \ �8 tij w 3 w w c) u� J ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ _ _ ' . SHEATHING & (4) 1`2d °� �. - �ti ¢ ¢ ° 4 12d NAILS INTO TRUSS & 3 12d NAILS @ EACH BRACING O O 10d x 3" _ - d �J�'----2x8 w/ (2) 'I0d,NAiLS p c 5" 4 1/2" I� TOENAILS INTO OTHER TRUSS f 2x4 BEYOND AGAINST - -- / COMMON w --- _ c0 EACH VERTICAL Z O \ 2x8 STUDS - r w - - `� <yl, cry 10d x 3" 0 x - I cri U pal I li t�� TOP SPLICE COMMON z z I - N ___ —TRANSOM T RANSOM BET WEEN L !NTELS a ATTACH 2, �` O U w SEE PLAN FOR f- ` 0 X STUDS TO TOP ATTACH 2X STUDS TO TOP - C7 OPP. SIDE ¢ ¢ ❑ U_ F- O Z PLATE W/ 4 16d NAILS ?_ ON ��, `'� PLATE W/ 4 16d NAILS 2 ON z w w 65 ¢ LINTEL INFO O` EA. SIDE TYP. AT ALL (() O (() I I I cn 10d x 3" SLO�'c .^;S w .\� ., DOUBLE 2X8 v cn I I Z i /' FzEC?'7 N L o �• EA. SIDE) TYP. AT ALL TOP PLATE - _ _ _ OPP. SIDE \. '----.-2x6 #2 SYP P.T. CONIT. vv/ (>)x ` EXTERIOR CONDITIONS ��� EXTERIOR CONDITIONS .� 1/4 x 3 I/2 TAPCONSIT @ i1' L 2x8 STUDS PER 10d x 3" { FRAMING PLAN COMMON) O.C. SPACED EVENLY O H`+ItiG BO From SPLICE OPP. SIDE �� ,� 9f VERT1GAi_Ll �� a U U OVERSTUD TOP PLATE TRANSITION � DISTANCE PER - ..�_. � so PKT. SGD � - " O ;� ti��� DETAIL ATTACHMENT BY - 2x6 0 BUILDER O , (2) 2X4's (2) 2X6's (2) 2X8's '--- -2x8 #2 SPF TOP & BOTT. w/ 8d � INSIDE PLY NAILS NAILED AT 8" O/C O (2) 2x COLUMN _ - NAILS @ 4" O.C. TO 2x4 MEMBERS 0'' ��F T Po RG WALL TOP PLATE SPLICE STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x'S0 (WFO 2xBUILT—UP STUD_ SCALE: 3/4 -1 0 (3) Or (4> 2x COLUMN rP'SOiSECTIO AT POC . T COLUMN DETAIL T `-' SCALE. 3/4 - 1 -0 SLIDER SCALE: 3/4" 1 �-0" [iLJYLN.:91utir�iis•••.•-,-••••.•••••-•••.•.••-•••-_••••••..•.-•�sYLf:••_••-•.••.••._•s • .- ..n®fi.'N4'iL4f4NAtl iLWW65Nxssvea � r � STRUCTURAL SHEATHING, � SEE ROOF SHEATHING, _-T_ _ ❑ `� d z .� U) ATTACHED PER NAILING PLAN NAIL PER PLAN (2) 2x TOP PLATE M x Q .. 1 &j LL W Z rn SCHEDULE � DOUBLE TOP PLATE _ x '� -�- U o (2) 2x BUILT-UP COL. O L O W cNn SIMPSON SP4 OR O 2X4 #2 SPF Z I® o� w c~A 2x BLOCKING w/ 2 12d SP2 @ EACH STUD Z O Q O w rn 2x4 #2 SYP CONT. w/ 2 16d BLOCKING @ ( ) ¢ NAILS @EACH END ¢ z - M a COMMON NAILS EACH STUD OR - -' 24" O.C.w/ 2 TRUSS MEMBER, TYP. (MAX.24" r w SIMPSON LSTA30 w/ O U O ¢ W z (D O.C.). IF MASONRY, USE (2) '1/4" PRE-ENGINEERED �w (22) 10d NAILS (ALL CORNER 16d END NAILS 00 J o ROOF TRUSS - SEE CONDITIONS STRAP EACH END W 1 a TAPCONS w/ PAIN. 2" EXTERIOR SHEATHING EMBEDMENT 24" U.C. FRAMING PLAN FOR AROUND TALLER STUD) (n 0 FX- z W w @ NAIL PER PLAN ¢ O O SPACING _ Z Q SEE PLAN FOR PRE-ENGINEERED ROOF TRUSS - F- O z0 O -� TRUSS OR ROOF SYSTEM SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR CONNECTION MORE BRG, WALL INFO x x W Q O U) ¢� Q LL WOODWASONRY WALL OR TRUSS, r I I - x x PF VERTICAL LO.C. LLI ~ 0 W N< SEE PLAN ZX BIZG WALL, SEE PLAN - (2) 2x TOP PLATE Q J Z O N ¢ FOR STUD SIZE & SPACING. - n MIN (2) 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ i// 2X8 #2 S ICA @ 24" O. h- O MIN W/ EXTERIOR SHEATHING i- LEDER A@d ROOF TRUSS U.N.U. (4) 12d NAILS @EACH ENU FOR MORESEE SCHEDULE a - ATTACHED PER NAILING OU 1-- INFOR a SCT IDiJLE ENf (4) 12d NAILS Q LlJ •---- SIMPSON LSTA24 - 'V -- - SCALE: 3/4" = V-0" EACH STUD a TOP & BOTTOM z W 0 w 2X BRG WALL, SEE PLAN < - - - A LU -- 2x8 W/ (2) 1.Od NAILS � FOR STUD SIZE & SPACING. LINTEL SEE , @ EACH VEF TICAL O MIN (2) 2X UNDER GIRDER _ Q TRUSS U.N.O. ,..,: ATTACH 2x TO BUILT-UP PLAN �_ 4 _ � SEE PLAN FOR _ / PKT SGIa C� w/ (2) ROWS OF 10d NAILS ATTA�:3-1EC3�dE I''!T Z PT POST (AS NOTED) -.. - ......... _ _.-._. CONNECTION _ _ STAGGERED @ 8" O.C. a CONTRACTOR MAY ELECT TO BUCKET I-�--''II SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER U -- ` INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORTSPANSrRAPIs rWF1 SECTION AT DOUBLE BEARING F1 WALL STEP BEARING SECTI .AT.PO� � T— NOT REQUIRED. RS03 Q EXTERIOR SEAM As MUTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" = V-0° SLIDER SCALE: 3/4" -1'-0" HT320 CLIP FROM POST TO BEAM -,__ LU O LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY L_ ❑ z Q HTS20 CLIP FROM POST TO BEAM O EXTERIOR BEAM AS NOTED �FR<gA ROOF SHEATHING, o��R<�p ROOF SHEATHING, PLAN VIEW @ TOP OF POST r�`'SS FASTEN PER PLAN TRESS FASTEN PER PLAN O® 0 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. 2x8 TO UNDER SIDE 0 0 - PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING z W 1, I I - TO LEDGER 4 J - -- 4 i I Q ° SEE FOUNDATION - - 2X4 PT LEDGER W/ & (4)_12d NAILS EACH Q DRAFTING: \ I - / CMU WALL PER PLAN 2X4 PT LEDGER w/ (2) - = "TRUSS MEMBER - I- _��_ �° - �Vll[7/N Z-STRUCT: DP PLAN FOR ADDITIONAL 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS @ 16" O.C. LINTEL SEE PLAN __ w _ ___ ___. � C1 7 I I • / INFO 12" O.C. ��+NF 2 QC CHECK: CC \ ,1 / 2 PKT SGD ATTACHMENT 2x8 w/ 2 10d NAILS ARD W JOB No. BY BUILDER -�J () @ OFA �� TM -2142496 CONDITION CMU WALL CONDITION FRAME WALL EACH VERTICAL �TM� SCALE: AS INDICATED SIDE VIEW @BASE OF POST SATE: 12/16114' D01 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL NOT USED ��0� SCTIO�i A w, ; SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1' 0" D 4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. i7 strictly prohibited. �. , LEDGER LEDGER + 0 �.° IIS 1' � PROVIDE 4 x 3" O PROVIDE (4)'IOd x 3" + •� w I- U W � - ABU POST - - INT NAILS AT JOINT NAILS AT JOINT _ LU > 0 F- LU - (AS NO -FED) 1 _ Od NAILS @ 4" O.C. 10d NAILS @ 4" O.C. _ _ 2X6 FACIA / 2X6 FACIA _ _ �\ W 5/8" THREADED ROD w/ PER -ENG TRUSSES - _ PER -ENG TRUSSES \ - - SEE TRUSS PLAN FOR - - F- [� ' o - NUT SET IN ADHESIVE PER PLAN - PER PLAN SP4 TO EACH OVERHANG MORE INFO AND _ . T 2x8 #2 SPF VERTICAL @ U (� 24" O.G. w/ EXTERIUR - TRUSS CONNECTION PER PLAN 2 8d TOE NAILS O TO LEDGER TRUSS CONNECTION PER PLAN (2) 8d TOE NAILS CONNECTION V , _ S1 IEATHING ATTACHED PER NAILING SCHEDULE I� U) STRUCTURAL ENG: BED I I - TO LEDGER 4 J - -- 4 i I Q ° SEE FOUNDATION - - 2X4 PT LEDGER W/ & (4)_12d NAILS EACH Q DRAFTING: \ I - / CMU WALL PER PLAN 2X4 PT LEDGER w/ (2) - = "TRUSS MEMBER - I- _��_ �° - �Vll[7/N Z-STRUCT: DP PLAN FOR ADDITIONAL 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS @ 16" O.C. LINTEL SEE PLAN __ w _ ___ ___. � C1 7 I I • / INFO 12" O.C. ��+NF 2 QC CHECK: CC \ ,1 / 2 PKT SGD ATTACHMENT 2x8 w/ 2 10d NAILS ARD W JOB No. BY BUILDER -�J () @ OFA �� TM -2142496 CONDITION CMU WALL CONDITION FRAME WALL EACH VERTICAL �TM� SCALE: AS INDICATED SIDE VIEW @BASE OF POST SATE: 12/16114' D01 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL NOT USED ��0� SCTIO�i A w, ; SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1' 0" D 4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. i7 strictly prohibited. �. , -7 3/4" SHEATHING - 2x STUDS @ 16" O.C. SEE PLAN -\ 2x4 STUDS @ 16" O.C. SIMPSON LS"FA30 STRAP C�E UOI_!D SHE/!TH€ 1(a TYPXNO,) (U.N.O.) /--SHEATHING PER PI AN 2x4#2 SYP BLOCKING ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD MAX 10° ANGLE W/ 22 10d Y, / r 48" O.C. W/ (2) 12d SCHEDULE WALL SHEATHING PER PLAN (MAX( ) ( ) �!� HEADER 3/4" SHEATHING TYP. O ATTACH PER NAILING PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER \� \.\ --- -- SIMPSON SP : s+i/ (6) 10d 111 TOENAIL, EACH END 2x4 BOTTOM PLATE TRUSS - SEE FRAMING PLAN TOP PLATE MIN. 3",THEN` X '1 1/2" G� -2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ SCHEDULE \� f� 24,o O.C. SYSTEM 42 FLOOR (2) 12d AT 12" O.C. i FOR LOCATION & SPACING RUN DOWN FACE OF JAMB '-T` �,_ - �- DECKING PER 4 tti r- -- (2) 2x SPF TOP PLATE i -2x BOTTOM PLATE W1 (2) 12d TRUSSES 2 ATTACH SHEATHING TO STUDS/ HEADER �\ �� ! e 2x4 #2 SYP ANGLE @ 4" O.C. FLOOR NAILING 9 ✓ U.N.O. ON PLAN AT 12" O.C. RIBBON BOARD WITH 2 ` �^ ` AGAINST TRUSS MAX. SCHEDULE O EXTERIOR SHEATHING FROM �`�� . �/ (1) 2X HEADER -SEE 2ND VERTICAL @ 48" O.C. ` PRE -ENG FLOOR TRUSS OR ROWS 8d NAILS @ 3" O.C. TOP OF WALL "TO BUT. RIBBON, \� FLOOR PLAN FOR MIN. � _:_.... (4) 16d NAILS RIBBON • 4 TRUSS STRAP -SEE o VV/ 3 12d NAILS EACH i FIELD FRAME 2x4 KNEE WALL, _ \ STAGGER ROWS 1.5" FRAMING PLAN FOR €y - HEADER SIZE & REQ'D O TO EACH TRUSS SIMPSON-----_ NAIL PER ���'; --- a �� � � �' END STUDS @ '1C�" 0. C. VV/ (2) 16d (2) 8d NAILS @ 3" ox. META16 AT ATTACH SHEATHING TO CONNECT IONS (2) 2X SILL AT WINDOW w/ 2x + JAMB STUDS J r ^ �! NAILS y EACH END SEE • • \ 19 F- I _ C E WALL SHEATHING TO MASONRY O FLOOR TRUSSES WITH (2) ; ; CRIPPLE STUDS AT EACH END __� z SYS. 42 F_UO�t CONNECTOR SCHEDULE FOR 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN " • NAILED TO STUD PACK w/ 10d NAILS _ IF t iEAUER IS UPSET T� � = EACH TRUSS MTS12 AT WOOD + • � TRUSSES Cu_) 2�1" LU CONNECTION ---- SEE CONNECTOR @ 8" U.C. THEN STUDS 16" O.C. ❑ -._ SEE PLAN FOR SIZE @ AND WINDOW IS LOWER: O.C. (MAX) O.S.B. TO OVERLAP SILL - SCHEDULE FOR - AND REQ'D # OF ATTACH SILL w/ (2) 10d TOENAILS i (1) 2x SILL PLATE w/ (2) w CL PLATE 1 1/4" MIN.) GYP. CLG. BD. e -n. ATTACH RIBBON TO DOUBLE 2X TOP �- 1/2" GYP. CLG BD OR - ( CONNECTION _ STUDS �� PLATE AT EACH END OF SILL (MAX OPEN'G �- r 10 TOENAILS, O :; 8d NAILS @ 3" O.C.WALL EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR YTERIOR HEADERS w (2) 5/8" "TYPE "X" WHEN 2x BOTTOM RIBBON < (A IN GARAGE _ SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER -='� - OR BLOCKING (PT IF MASONRY WALL 16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN 0 C _ PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL - ++ 4' BUT LESS THAN 6' 4FT (1) 2x SILLPLAFE w/ U - 0 2-X4 PT SILL PLT. IF KNEEWAL L P.T. FURRING STRIPS ON •+ \ DECKING PER FLOOR �, 8" CMU WALL ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ . r (2),10d TOENAILS. 0 lY NAILING SCHEDULE SIMPSON MSTA36 w/ (7) 10d NAILS & 0 > 8"CMU (10) 10d TO STUDS & (8) 1/4" X "" O -\ 4FT (2I) x SAL PLATE wN ++ 4 1/4" X 2 1/4" TITENS IF FLOOR " C� --•� NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. ,NOTE: REFER Tp JOIST MAN. SPEC.; FOR BLOCKING REQ. 2-1/4" TI'TEN SCREWS TO • • FLOUR TRUSS SEE L S 2�'�TORYONNEC'm�ION WS 2�STORY CONNECTION S 1 2 STORY WALL CONNECTION LINTEL COURSE. FRAMING PLAN FOR TRUSSES ARE TO TO 26" DEEP, Y » A35 CLIPS EACH SIDE w/ Z CONTRACTOR TO USE SIMPSON '`, ' a i •- 2x CRIPPLES @ 16" O.C. m � /�, C`' USE SIMPSON MSTCM60 •+ � CONNECTION INFO.. �` , r CANTILEVER V ER MSTCM60 STRAP w/ 20) 16d SINKERS& �' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" STRAP W/ (20) 16d SINKERS & 0. ( `_ w/ (2) 10d TOENAILS T&B 0 PARALLEL WALL - PERP. WALL SCALE: 3/4" = 1'-0" (14) 1/4" X 2-1/4" TAPCONS FOR •+ (14) 1/4" X 2 '1/4' TITENS INSTEAD OF �• `' (PLYWOOD SHEATHING - v MSTA36 STRAP (IF TITENS ARE NOT IN -� TRUSSES 20" TO 26" DEEP • • LINTEL COURSE OR INTO FILLED CELL �' , REQ'D T&B) O W (IF TITENS ARE NOT IN LINTEL SEE DETAIL WS11/SDS USE 1/4" X 1 3/4" TITENS) U.N.O. -'1 / - a� -- SEPARATE SHEATHING " LL, r' - UNDER WINDOW _„— r r COURSE OR INTO FILLED CELL • \ _ USE 1/4" X 1 3/4" TITENS) U.N.O. \ " FOR MORE INFO' a N "' _--- SEE DETAIL WSII/SDS j 2nd FLOOR WALL; SEE PLAN NOTE: CONTRACTOR TO PROVIDE PROVIDE BLOCKING \ ;; FOR MORE INFO = LLI FOR MORE INFO. IF STRAPS CALLED OUT WITHIN THIS DETAIL ARE ✓ i - ADEQUATE WATERPROOFING. BELOW JAMBS IF FLOOR , r _ SHEATHING IS NOT r • �� ONLY REQUIRED WHEN INDICATED AS SUCH ONI CD NO CONCRTE SLAB PERMITTED TRUSS IS NOT PRESENT �� THE STRUCTURAL PLANS OR WHEN THE �r � � LL - CONTINUOUS TO BOTTOM OF �� FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE • • STRUCTURAL SHEATHING IS NOT CON TINUUUSqa U TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO FROM TOP OF WALL TO BOTTOM OF FLOOR. g i ti9B111 u1 STRAPS FROM EA. STUD TO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE ^ • _ �0,a,,``' pp °®®�♦�♦ C o TRUSS IN A ROW {ONLY JAMB STUDS BETWEEN -- 2X T0P ?x BOT. RIBBONS, � - N WINDOWS CENTER WINDOWS MUST HAVE ; ®®� P ®qCONT.®� `'i,1 iY d SEE ARCH DWGS FOR LSTA30 STRAPS "TOP AND BOTTOM AND EACH 'I a n y�°W ma ,rte _o z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL �F�SOI�RY VVAt_L SFE i �_-_ �_:.;K t 7 HANDRAIL BY OTHERS PROVIDE BLOCKING � �, �. � U LOAD PLAN FOR MORE INFO � JAMB" � � � dlq ,• � ®`� J "SoGIRDER / CUL. CONNECTION 506 DEADER CONNECO LU 3/4 PLYWOOD FLOOR ® _ _ 11= O DECKING ATTACHED PER 2nd FL®®fl SCALE: 3/4' -1 0 @ 2nd FL .SCALE: 31�. 1 0 �° ?foo®®i go 7 J J SLOPE I I NAILING SCHEDULE ♦ *PW, ®� ®� \\ ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: i1 i SLOPED BALCONY FLOOR 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 'I. G-90 GALV. COATING 1. CONC. OR CLAY TILES LU I TRUSS (12" TALL) (60/15/5 MIN. PRE-ENGINEERED ROOF W 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS LOADING) W/ LUS26 OR LUS46 F� 4 TO LEDGER TRUSS -SEE FRAMING PLAN J 3. MEETS UL 82453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 'TYPE I) FOR LOCATION &SPACING Sry SIMPSON LSTA30 w/ (22) o 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX `:•�. !�� % --� 10d NAILS (MAY BE 0 5 SEE PLAN 6. MIN. THICKNESS 0.0187 IN. SHEATHING o + DOUBLE 2X TOP `` ` Q 6(� . CHROMATE TREATMENT ANGLED UP TO 10�) - - _ PLATE \ - SOLID SHEATHING PRE-ENGINEERED ROOF - - \ C `� SEE WS11/SD5 FOR SIM. END \. m _U B l o • �• EXTERIOR SHEATHING �� � HEADER Q TFiU.�S_� @ 24" U.C. - - CONDITION a BOT OM RIBBONALLTO SIIV]PSON SP4w/ (6) Q-, � o TRUSS STRAP SEE o . ATACHED PER NAILING ���\ 10d x 1 1/L" @ 24'' O.C, Q �1 0 z ®: - LINTEL PER PLAN FRAMING PLAN FOR SCHEDUI E EACH SIDE , ,r�� Q k�-1 o U R -3U INSULATION --�� o a OF WINDOW LOCATION TRUSS STRAP SEE ROOF \�\ - - CONNECTIONS U 2x12 #2 SYP CONT. LEDGER W/ Ir � U PLAN \ (3) 1/4"x4-1/2 SDS SCREWS a (2) 2x SPF TOP PLATEp Oh C� EQUALLY SPACED VERTICALLY @ 24" O.C. AND @ a • (2) 8d NAILS @ 3' O.C. TO \ z BEARING YM)��(�,l %�L EA. END VERTICAL (MIN. 2" JAMB STUDS & FLOOR O __ \• (2) 2X HEADER - SEE 2ND cn m TRUSS BELOW (( FLOOR PLAN FOR MIN. 7 + SEE PLAN FROM T&B) -� HEADER,SIZE & REQ'D O �. SEE WS10/SD5 FOR 0 1/2" ADDITIONAL INFO STRUCTURAL COLUMN \ �f� JAMB STUDS a !� GEILIN_� � GYP . BD . LAN FOR SIZE _- - 2X BOTTOM PLATE � � �\w ALUM. DRIP EDGE ---�� - ��\�- SEE PLAN REQ'D # OF..-.-\ � Ld DECKING PER DECKING PER DBL. TOP PLATE STUDS \ FLOOR NAILING�, NAILING C~j 2x CONT. SUBFASCIA - SCHEDULE �' HSR. PER PLAN FLOOR: \ \ SCHEDULE VENTED ALUM. SOFFIT o , •• VVINDUV`/ AS SCHEDULED [ � Q \ `` ` \ FLOUR TRUSS SEE �. \ mil 0 SECTION AT BALCONY r SEE FRAME FOR WINDOW 4 J '\�\ �� FLOOR PLA SEE: r � FRAMING PLAN FOR � -'� •�•-,,_ . FRAMING PLAN FOR �_ SILL/ FRAME DOWN INFO ' CONNECTION INFO /��\�"~ CONNECTION INFO `t o —MIN 2x4 STUDS @ 16" O.C. SCALE: 3/4" = V-0" Cj o j SEE PLAN FOR MORE INFO �. �\ _i_` ./'� r (D LiJ N TEXTURED CEIVITII UUUS FINISH, 7/8" MIN. . � "1/2" GYP. BD:. ` � ' / � . 0 5� °� I� Z � ii THICKNESS �,- A - 2x BOTTOM PLATE vil O o S"TRAPS C D r �: ` ;`` Yom- `� 1— 6 Q O 1 SIMPSON LSTA30 / NOTE: _h, !1 ALLE OUT WITHIN THIS DETAIL ARE I STRAP W/ (11) 10d TO r �`� yi ,/ U U 1- o U co (2) '12d AT 12" O.C. STUDS ABOVE PLATE �ro ONLY REQUIRED WHEN INDICATED AS SUCH ON / ` ��-- 1 U O �� Luz co l ENGINEERED THE STRUCTURAL PLANS OR WHEN THE i - -- �liJIPS(N L"TA3Q �/ -� I , MID -SPAN BLOCKING TRUSS U.N.O. a "1 \ �.. .i � ,r^ z c> c U.N.O. a) STRUCTURAL SHEATHING IS NOT CONTINUOUS I ('11) 1Uu 7O STUDS L! D Q O 0 (0 ` ABOVE PLA€ -E U.N.0 T- t w W 1 R-11 BATT IN, �< —3/4" O.S.B. FASTEN PER PLAN FROM TOP OF WALL TO BOTTOM OF FLOGR SYSTENI AND z F - WHEN 3 OR MORE WINDOWS ARE IN A ROW ONLY JAMB < D \ STUDS BE WINDOWS) CENTER WINDOWS MUST t_ ® u¢.. W O O - FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH-? SIDE FLOOR GIRDER OR � � � O Uj Q � FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADSSEAM SEE PLAN - O ry N J BEAM SEE PLAN <z cw 'FLOOR SYSTEM DRAFT :. ..,.,.�Clf-1 0 GIRDER /COL. CONNECTION SO I�EADE CNNC BION ° _ .,EE DETAILS ABOVE FOR -----� ------ STOPPING AT 1000 SQ FT REFER TO ROOF PLAN LL- . _- a� MORE INFO. \'\ MAXD WINDOW AS SCHEDULED � BAND JOIST & BLKG 2X4's16" O.C. OR LVL GIRDER @ REFER TO PLAN FOR . DOUBLE BOTTOM PLATE PRE -CAST OR POWERS I BUILT-UP COLUMN.INFO. STEEL SILL, TYPICAL __ 1/2" GYP. BOARD ON 1x P.T. �-- BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR n INSULATION DECKING TO TEXTURED CENITITUOUSWO D ACCOMODATE STRAP - ` RAFT STOPPING �`.. MATERIALS MIN THICKNESS FOR CONNECTIONS SCALE: 3/4" =1'-0" 2nd FL. HIGH 13M. 2nd �`� SCALE: 3/4" =1'-0" FLOOR HIGH BEA U U i - z O Q SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. W z I I = BEARING-____'- ATTACH TO FLOOR TRUSS A /' REFER TO PLAN FOR ® 0 0 2X 2ND FLOOR STUDS SEE PLAN 0 - w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH , Cwn INFO. z AND BOTTOM CHORDS CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE 0 _ 10d NAILS a LINTEL AS PER PLAN PRE -ENG. FLOOR SYSTEM - I IF NO FLOOR SYSTEM (2) SIMSON LSTA 18 -` (.0 I INSTALL KNEEWALL & STRAPS CENTERED @ 0 - r A PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ FLOOR W/ (14) 1 O NAILS (4) 2X STUDS (3) 2X STUDS 0 z S UNDER COLUMN ABOVE (2) 16d NAILS @ 6.. O.C: 00 - WD. HD. FIT. - �~ _ SHEATHING PER PLAN ATTACH PER NAILING ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" 0 z S SEE PLAN SCHEDULE, O.C. ® CONTINUOUS FROM z ®� _ TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A' BOTTOM PLATE. z WINDOW AS SCHEDULED � BAND JOIST & BLKG 2X4's16" O.C. OR LVL GIRDER @ REFER TO PLAN FOR . DOUBLE BOTTOM PLATE PRE -CAST OR POWERS I BUILT-UP COLUMN.INFO. STEEL SILL, TYPICAL __ 1/2" GYP. BOARD ON 1x P.T. �-- BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR n INSULATION DECKING TO TEXTURED CENITITUOUSWO D ACCOMODATE STRAP - �. O BASE BOARD " 1/2DIA. THREADED ROD WITHIN GIRDER FINISH, 1/L" MIN. ��_ I � C0� THICKNESS ON CMU \_ 6" FROM COLUMN - TRUSS PER I LLI i„ 3-1/2" CONC. SLAB (2500 SEE BRG WALU 2 -STORY WALL PLAN • U P.S.L) w/ 6x6 10/10 W.W.M. I SECTION FOR MORE INFO. • (2) SIMPSON LSTA'I8 : ------ --= �--'� =--c 'T'- '-'`- _ OR FIBER REINF: CONC. I ON 6 MIL. VAPOR BARRIER REFER TO FOUNDATION STRAPS - L FLOOR W/E14T OdDNRILS ` ,•� ,�� _ � 0 SEE FLOOR FRAMING, PAN FOR FTG. INFORMATION �, ( ) :. � � � i PLF\N F•OR FLGUF; t'•' SEE TRUSS \ SYSTEV? INFO. -_0 0- VERT. #/5 IN FILLED CELL-----�� � - �. �- ��_ - 3-1/2" CONC. SLAB LAYOUT FOR-\ ��� \ `\ FIN. FLR. _ ` HANGER (2) S META \ F = - -_ a— - FLOOR TRUSS TO �� ��\ �� EXTERIOR STRUCTURAL ENG: BED .,.. 01-01, ----- MASONRY V•/ALLY ii6 C:, SHEATHING FINISH DRAFTING: - + -_ �;. ; _ "' '' SEE SHEET SD1 FOR FTG DETAILS !'' W/ TOP OF. MASONRY F GRADE I I—I I I III MASONRY WALL ATTACHED PER z srRucT: DP _ _ _ _ CLEAN COMPACTED NAILING SCHEDULE O Q C CHECK CC _ - POISON TREATED -JOB No. TM -2142496 FILL TRUSS PER PLAN gU1LD/N� x SCALE: AS INDICATED ---- - Sfa�JFU,RD I' -DATE: 12/16/14 'SO TYPICAL WALL SECTION SO 2 -STORY COLUMN "SiWALL TO FLOOR TRUSS "SoSECTION CORNER FRAMING ATT, 2 STORY CMU / F RAM SCALE: 3/4" = 1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" MI5 -765, X5-7 2 D 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. z O W A /' O ® 0 2X 2ND FLOOR STUDS 0 0 SEE PLAN FOR MORE I u INFO. z �. O BASE BOARD " 1/2DIA. THREADED ROD WITHIN GIRDER FINISH, 1/L" MIN. ��_ I � C0� THICKNESS ON CMU \_ 6" FROM COLUMN - TRUSS PER I LLI i„ 3-1/2" CONC. SLAB (2500 SEE BRG WALU 2 -STORY WALL PLAN • U P.S.L) w/ 6x6 10/10 W.W.M. I SECTION FOR MORE INFO. • (2) SIMPSON LSTA'I8 : ------ --= �--'� =--c 'T'- '-'`- _ OR FIBER REINF: CONC. I ON 6 MIL. VAPOR BARRIER REFER TO FOUNDATION STRAPS - L FLOOR W/E14T OdDNRILS ` ,•� ,�� _ � 0 SEE FLOOR FRAMING, PAN FOR FTG. INFORMATION �, ( ) :. � � � i PLF\N F•OR FLGUF; t'•' SEE TRUSS \ SYSTEV? INFO. -_0 0- VERT. #/5 IN FILLED CELL-----�� � - �. �- ��_ - 3-1/2" CONC. SLAB LAYOUT FOR-\ ��� \ `\ FIN. FLR. _ ` HANGER (2) S META \ F = - -_ a— - FLOOR TRUSS TO �� ��\ �� EXTERIOR STRUCTURAL ENG: BED .,.. 01-01, ----- MASONRY V•/ALLY ii6 C:, SHEATHING FINISH DRAFTING: - + -_ �;. ; _ "' '' SEE SHEET SD1 FOR FTG DETAILS !'' W/ TOP OF. MASONRY F GRADE I I—I I I III MASONRY WALL ATTACHED PER z srRucT: DP _ _ _ _ CLEAN COMPACTED NAILING SCHEDULE O Q C CHECK CC _ - POISON TREATED -JOB No. TM -2142496 FILL TRUSS PER PLAN gU1LD/N� x SCALE: AS INDICATED ---- - Sfa�JFU,RD I' -DATE: 12/16/14 'SO TYPICAL WALL SECTION SO 2 -STORY COLUMN "SiWALL TO FLOOR TRUSS "SoSECTION CORNER FRAMING ATT, 2 STORY CMU / F RAM SCALE: 3/4" = 1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" MI5 -765, X5-7 2 D 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. PT FURRING @ 16" 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF <� 2X8 #2 SYP STUDS @ 16 L O.C. MAX. TEXTURED STUCCO 2x BASE PLATE w/ (2) 12d @ TOP & SPI @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE ��, FOR CONNECTION &USE FINISH, 7/8" MIN. THK. NAILS @,12" O.C. SPACING. Q r, i - 2x8's @'16" 0. C. ` APPROVED BLDG. LSTA18 TOBLJOCKINGOR (EE PLAN FOR WINDOW LOCATIONS ROOF SHEATHING 0 MAX (U.N.O. WRAP WHEN WALL IS CONT. BRG ON ATTACH PER NAILING \�' TRUSS STRAP STUDS w/ LSTA18 \ BELOW. NOT REQ'D IF @ i HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE 1/2" GYP. BD. \ ® ATTACH PER NAILING MTS12 OR LSTA18 � 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP BLOCKING PLYWOOD FLOOR TRUSS -SEE � 2X4 CONT, A (2),12d Q MSTAM24 EACH SIDE — ZS (2 SIMPSON BLOCKING ATTACH PER NAILING FRAMING PLAN NAILS f0 EACH STUD z OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SCHEDULE (D F - WALL BELOW W/ (9) i PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) Y4"x3" 2x8 #2 SYP SILL PLATE W/ d 1!4"x`L 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/HUC26-2. SDS WOOD SCREWS @ 16" O.G. MAX. &�'` %° EPDXY ANCHOF OFZ W (2) 2x SYP #2L TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE �� _ 3" FROM EA. END - USE (3) SCREWS Jr BUILT-UP STUD & 3" FROM EACH END TRUSS PLAN FOR FLOUR'FRUSS SEE PLAN FOR 24" U.C. = 7" EMBEDMENT &{.i' FROM c� �" O COLUMNS PT 2x8 BOTTOM � CONNECTION INFO _ EACH ENG (� PLATE O.S.B. TO OVERLAP /� � Q > LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO SIMPSON L US26. USE __� °q• Lj (75 v �` -�___ 1x PT NAILER -f- `` (MIN.) - - TRUSS. VERIFY W/ SHOP v _ LUS26-2 FOR 2PLY TRUSS LU 4 - LOW ROOF TRUSS SEE DRAWINGS PT FURRING @ 24" 1- TRUSS PLAN FOR - '° 6 ° ?.x8 LEDGER W/ MIN. (4� 1od I`JAiL•� �- \`- C tia Ez P z.. -.�:w..�.o .,.Ivi.l,. ;/ALL �E� , LAIN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT O.C. MAX. CONT. #5 IN TIE BEAM CONNECTIONS IF - - ( r � MORE ��+rr ❑ rG ( MASONRY WALL SEE TO EACH 15 FUD A EACH ! SEs7E `JF FOR FO ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON - PLAN - -- G,T. USE (4) 16d NAILS) U E w/ (4),1/4" x 31/2" (8 TOTAL) SIMPSON SDS SCREWS - a MASONRY USE HETA16 - 0 �S @ 24" O.C.) O T. TRUSS RECESS LEDGER 8' CMU V�/ALI -- TEXTURED CEMENT- LL W ITIOUS FINISH, 1/2" MIN. - THK rLDO'�lLEDER AT GIRDER ALL SPLICE 51:..,SECTION COMBO SECTION AT OPEN TO ABOVE E - llkFO ~ ® 0 SCALE: 3/4" = 1'-0" DETAIL SCALE: 1 1/2" = 1'-0" TRUSS SCALE: 3/4" = 1'-0" LE DG E f\ SCALE: 3/4" = 1'-0" � it G 2X WALL W/ SIMPSON SP2 c� EXTERIOR SHEATHING C ` < ATTACH PER NAILING \ TOP & SPI (c� BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, ('L) 16d NAILS @ 2X4 iF2 SYP NAILER TO STUDS Nl �l SCHEDULE OR MTS -12 MAY BE USED @ �- EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCKAUJACENT @g cJ Q 3-16d c EA. STUD, ATTACH TRUSS J S ATTACH PER 2X4 NAILER w/ (2) NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL - TO NAILER W/ (3) 10d TOE NAILS. e ,�° ❑_ BASc. 2X8 @ '16" O.C.. - SEE FRAMING SHOWN. FASTEN ROOF - SECTION FOR ADDITIONAL �. p � ��: ®� � NAILING 10d NAILS @ 16" O.C. � o °® °'. (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR �'� °o�°Wpo�°°°°° eb O SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) '12d o - NAILS @ 6" O.C. SHEATHING ATTACHED � ��,� e® �LL TOENAILS EACH END @ - PER NAILING SCHEDULE ® 2x4 STUDS 16" O.C. �Jra� W/ (4) 10d 8,(2),10d NAILS. %� ®O USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d �. 1/2" GYP. BOARD UNDER WINDOW JAMBS. NAILS @ 12" O.G. - (5) 16d NAILS BRACE - 2X8 #2 SYP CONT. LEDGER W/ w `, 2x4 BLOCKING BETWEEN TO BLOCKING TRUSSSIMPSON H`L.5 ` O n SIMPSON H10A @EACH / 4 16d NAILS. ATTACH NAILS STUDS w/ _> 12d TUE NAILS L TRUSS 'rU � INTO END OF EA. FLOOR TRUSS, � o (`) SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACFI LEDGER 24" O,G. PJJAX. (INSTALL (4) NAILS `2x6 #'2 SYP CONT. LEDGER w/ (2) n 00 EACH END _ - - FOR MORE INFO. ADJACENT DIAGONAL, FASTEN , .,, - AT EA, SIDE OF G:T.) �O ALL THREAD ROD /4' x 3 SDS WOOD SCREWS @ 16" ❑ � i� TO DIAGONAL L 16d NAILS __ O �)t @ 48" O.C. O O.C. MAX -EQUALLY SPACED & 3" Q �� N FROM END OF LEDGER - USE (3) F SIMPSON LUS26 OR IF 2 -PL ( i. TRUSSES PER PLAN _ c� U 9 o 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SKEWS IF 24" O.C. IS REQUIRED - TRUSS �IMF'uON LtJ326-2 _ _ — LEDGER TRUSS TO LEDGER ` W �j i" J' w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE SEE FLOOR FRAMING PLAN & - " , •` A - RECESSED INTO BOLT OR J -BOLT W/ MIN. 7" TOP PLATE w/ 16d NAILS WALL BRACING 48" O.C. MAX. 45° FROM = _ p U c o @ TRUSS. VERIFY w/ - EMBEDMENT (!� 32" O.C. & 3" @ 6" O.C. HORIZONTAL +/- 10° BRACE NOT REQUIRED • • WS11/SD5 FOR MORE INFO. - Q ; o I FROM EACH END ( ) - - SHOP DRAWINGS (2) 2X4 TOP PLATE 6' FROM EAVES. VERIFY PLAN FOR LOCATION _---8" CMU U�JALL, 'JYP. O AND DIRECTION (IF PARALLEL PRE-ENGINEERED TRUSS - -�. - - �`. - ° - � SEE WS'10/SD5 FOR BLOCKING O SEE FRAMING PLAN FOR _ - WALL ° 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.)II � ��++ INFO.° SPACING & CONNECTION - SEE PLAN - - WITH ROOF, LOAD OPT. TRl�ss RECESS LEDGER 0b INFO. _ +� • - --C.M,IJ. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. "VS, SECTION AT RAISED F `I SECTIOIU AT OPEN A OVE41713STORY FRAME WALL (LD04 SECTION AT LOW ROOF SCALE: 3/4-1-0 SCALE: 3/4"=1-0" ALE: 3/4"=1-0" SCALE: 3/4" V-0" DETAIL SEE PLAN FOR DEPTH ❑ Z U +- OF LANDING I- o a �. U_ U Zrn�N — O w SEE FOUND. PLAN FOR FTG. REQ. INFORMATION 2x12 STRINGERS ONE A ON EACH SIDE AND ---- ---- 1/2" THREADED ROD SEE BEARING AT OPENINGS'LARGER THAN 4'-2" ATTACH O ONE @MID -SPAN FLOOR GIRDER SEE STRUCTURAL ENG: BED \ " ' SEETRUSS LAYOUT FOR TRUSS SCHEDULE ON FLOOR PLANS FOR -+ - FOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION Q DRAFTING: MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION & CONNECTION INFO STUD AND (5) 10d NAILS INTO HEADER z -STRUCT: DP LLI SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST ac cBE - - CK: CC QJACKS / KINGS # OF STUDS TO OD FLOOR HEADER CONTACT EOR TO W JOB No. TM -2142496 MATCH BETWEEN FLOORS REVIEW -THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE = SCALE: AS INDICATED - --- -- OF STRINGERS. FASTEN TO DATE: 12/16/14 �" � � , ��t:l�/,yc ~ FLOOR w/(4) 1/4"x3" TAPCONS 6 1 `� 7 t 4F4 2n(JSTORY INTERIOR 9RG, PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING & "F1 TYPICAL WALL ATTACHED PER NAILING SCHEDULE SANFORD X WALL EXTERIOR FOR EXTERIOR 2 STORY WALLS STAIR FRAMING INFO SCALE: 3/4"= 1'-0" SECTION � SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. PLYWOOD SHEATHING OVER LANDING z O (2) 2x SPF Uj z H, (y)Yzz w v0 rn 11 TOP PLATES - z ATTACHED PER GENERAL (2) 2x HEADER a 2x STUDS SEE PLAN ! STANDARD (3) 2X12 FLOOR CONSTRUCTION SEE FLOOR SEE TRUSS PROFILE/ARCH PLAN U g Z p W z � 9 STRINGERS w/ SIMPSON. - / NOTES PLAN FOR MORE FOR MORE INFORMATION 0 J U) a a o A35/USP MP34 CLIP TO FLOOR SYSTEM & �-_- INFO PRE ENGINEERED WD _ D Q O p _ V) '-' LANDING FRAMING `_ �` 2x8 #2 SYP JOISTS @ LANDING 16 O.C. TRUSSES @ 24" O.C. = Z O ¢ � U) l z \ / = @ w/ 9 2x SPF F- a w O o SIMPSON A35/USP MP34 OR LUS26 HANGER ON BASE PLATE w ¢ PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM z o_ EACH SIDE (2) 2X SPF °' Z O w CNv Q (2) 2X12 REQ'D @ END OF % 9 <F-• TOP PLATES O v LANDING FOR STRINGERS / z ROOFING FELT 2x STUDS SEE PLAN �� 9 TO CONNECT TO w/ (2) / u O - 11 ''- O (2) 2x HEADER SIMPSON A35/USP MP34 w ` SEE FLOOR APA STRUCTURAL SHEATHING U I-- EACH END TO LEDGER j W ATTACHED PER NAILING SCHEDULE PLAN FOR MORE W W ; SEE PLAN FOR MASONRY WALL OR WOOD WALL z ❑ INFO _ / 2x P.T. BASE PLATE SEE LU MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE BEARING SCHEDULE END OF LANDING w/ MIN. (6) - FOR A.B. INFO 16d NAILS FROM LEDGER TO 9 a0. STUD PACK ..,,:..:., 2x8 #2 SYP (P.T. IF MANSONRY- (2) 2x HEADER SEE PLAN FOR z WALL) CONT LEDGER w/ (3) 16d SEE FOUND. PLAN FOR FTG. REQ. INFORMATION 2x12 STRINGERS ONE A ON EACH SIDE AND ---- ---- 1/2" THREADED ROD SEE BEARING AT OPENINGS'LARGER THAN 4'-2" ATTACH O ONE @MID -SPAN FLOOR GIRDER SEE STRUCTURAL ENG: BED \ " ' SEETRUSS LAYOUT FOR TRUSS SCHEDULE ON FLOOR PLANS FOR -+ - FOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION Q DRAFTING: MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION & CONNECTION INFO STUD AND (5) 10d NAILS INTO HEADER z -STRUCT: DP LLI SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST ac cBE - - CK: CC QJACKS / KINGS # OF STUDS TO OD FLOOR HEADER CONTACT EOR TO W JOB No. TM -2142496 MATCH BETWEEN FLOORS REVIEW -THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE = SCALE: AS INDICATED - --- -- OF STRINGERS. FASTEN TO DATE: 12/16/14 �" � � , ��t:l�/,yc ~ FLOOR w/(4) 1/4"x3" TAPCONS 6 1 `� 7 t 4F4 2n(JSTORY INTERIOR 9RG, PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING & "F1 TYPICAL WALL ATTACHED PER NAILING SCHEDULE SANFORD X WALL EXTERIOR FOR EXTERIOR 2 STORY WALLS STAIR FRAMING INFO SCALE: 3/4"= 1'-0" SECTION � SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. PLYWOOD SHEATHING OVER LANDING z O ❑ 06 Uj z H, (y)Yzz w v0 rn - z ATTACHED PER GENERAL a `�0w(-' STANDARD (3) 2X12 FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN U Z p W z � STRINGERS w/ SIMPSON. - / NOTES 1z FOR MORE INFORMATION 0 J U) a a o A35/USP MP34 CLIP TO FLOOR SYSTEM & �-_- PRE ENGINEERED WD _ D Q O p _ V) '-' LANDING FRAMING `_ �` 2x8 #2 SYP JOISTS @ LANDING 16 O.C. TRUSSES @ 24" O.C. = Z O ¢ � U) l z \ / = @ w/ FIBERGLASS SHINGLES OR F- a w O o SIMPSON A35/USP MP34 OR LUS26 HANGER ON TILE VERIFY WITH ELEVATION w ¢ O Q a z o_ EACH SIDE TRUSS ANCHOR (SEE PLAN) Z °' Z O w CNv Q (2) 2X12 REQ'D @ END OF % <F-• O v LANDING FOR STRINGERS / z ROOFING FELT TO CONNECT TO w/ (2) / u O - 11 ''- O SIMPSON A35/USP MP34 w ` APA STRUCTURAL SHEATHING U I-- EACH END TO LEDGER j W ATTACHED PER NAILING SCHEDULE Z W W SEE PLAN FOR MASONRY WALL OR WOOD WALL z ❑ _ / LU MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE END OF LANDING w/ MIN. (6) - 16d NAILS FROM LEDGER TO a0. STUD PACK ..,,:..:., 2x8 #2 SYP (P.T. IF MANSONRY- (2) 2x HEADER SEE PLAN FOR z WALL) CONT LEDGER w/ (3) 16d y O.H. -' MORE INFO & CONNECTIONS ._r NAILS @ 16" O.C. MAX. TO SEE 2nd FLOOR PLAN FOR SEE ELEV. PLAN V I EW LANDING EACH STUD. ((2) 1/4" x 3 1/2" APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION -Oi TITENS @ 16" O.C. MAX. FOR - z W MASONRY WALL) 2x #2 SPF STUDS @ 16° O.C. w/ EXTERIOR 141. 3/4" PLYWD. DECKING MIN. 2x6 LEDGER TO RIMBOARD/ SHEATHING FROM TUP OF WALL TO BOTTOM OF TRUSS/GIRDER SEE PLAN FOR GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL F=- -- SPACED 1/2",x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d EACH IF SHEATHING ISN'T CONT. LST18 STRAPS ARE "r0 ❑ STRINGERS TO LEDGER w/ (2) 16d TOENAILS SIDE REQ'D FROM STUDS GIRDER BELOW z FLOOR SYSTEM NAILS WALL SHEATHING IS 0 PER PLAN STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES LINE ARE PARALLEL TO WALL W ROOF SHEATHING ATTACHED PER NAILING o 0 SCHEDULE 0 0 0 RISERS PLYWOOD FLOORING SEE w FLOOR FRAMING PLAN 7 h TREADS FOR MORE INFOi . - 2x BASE PLATE w/12d @ 24" O.C. w i- 0 -TO FLOOR SYSTEM BELOW 0 C,7 }® I = 0 SEE PLAN FOR w-3 DIRECTION& MORE SEE FOUND. PLAN FOR FTG. REQ. INFORMATION 2x12 STRINGERS ONE A ON EACH SIDE AND ---- ---- 1/2" THREADED ROD SEE BEARING AT OPENINGS'LARGER THAN 4'-2" ATTACH O ONE @MID -SPAN FLOOR GIRDER SEE STRUCTURAL ENG: BED \ " ' SEETRUSS LAYOUT FOR TRUSS SCHEDULE ON FLOOR PLANS FOR -+ - FOP PLATE TO HEADER WITH LSTA12 BENT PLAN FOR CONNECTION Q DRAFTING: MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION & CONNECTION INFO STUD AND (5) 10d NAILS INTO HEADER z -STRUCT: DP LLI SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST ac cBE - - CK: CC QJACKS / KINGS # OF STUDS TO OD FLOOR HEADER CONTACT EOR TO W JOB No. TM -2142496 MATCH BETWEEN FLOORS REVIEW -THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE = SCALE: AS INDICATED - --- -- OF STRINGERS. FASTEN TO DATE: 12/16/14 �" � � , ��t:l�/,yc ~ FLOOR w/(4) 1/4"x3" TAPCONS 6 1 `� 7 t 4F4 2n(JSTORY INTERIOR 9RG, PROVIDE EXTERIOR SHEATHING SR01 GENERAL LANDING & "F1 TYPICAL WALL ATTACHED PER NAILING SCHEDULE SANFORD X WALL EXTERIOR FOR EXTERIOR 2 STORY WALLS STAIR FRAMING INFO SCALE: 3/4"= 1'-0" SECTION � SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. CONTRACTOR TO PROVIDE 2x4 SPF #2 STUDS @ 16" O.C. (0 ADEQUATE WATERPROOFING. W/ SIMPSON LSTA18 TO W NO CONCRTE SLAB PERMITTED FLOOR TRUSSBLOCKING BELOW. EXT. SHEATHING FROM TOP OF WALL TO TOP a OF BALCONY DECK SEE PLAN 2x4 SPF #2 STUDS @ 16" O.C. SHEATHING TO RUN TO KNEEWALL W/ DOUBLE TOP BOTTOM OF BALCONY TRUSS FLOOR TRUSS PER PLAN WITH SEE ARCH DWGS FOR J PLATE. EXT. SHEATHING ON � < BOTH SIDES ATTACHED PER PLYWOOD SHEATHING a. TOPPING INFO F- ROOF SHEATHING ATTACHED ft -1 z 0 PER NAILING SCHEDULE NAILING SCHEDULE wn WATERPROOFING BY a i i-- POST PER PLAN TO SIT ON ❑ w �^ BEAM. SEE PLAN FOR w Z CONTRACTOR 3/4" PLYWOOD FLOOR �' u� CONNECTIONS 0 CCf DECKING ATTACHED PER i/w (n NAILING SCHEDULE BALCONY FLOOR SHEATHING; ❑ TOPPING PER PLAN SLOPE ATTACH PER NAILING SCHED, 0 �?' O VARIES PLYWOOD DECKING - ---- - - O � •� ATTACHED PER NAILING SEE PLAN FOR BEAM SIZES '& z U N SCHEDULE ~\`` CONNECTIONS D U) - VARIES SEE PLAN r----'`'`� BEAPA W/ EXT. SHEATHING W! � 2x4 SYP #2 BASE PLATE W/ (2) - \\� --�! BE NAIL @ T. O.C. p E 1/4"x4-1/2" SDS SCREWS @ 12" - ``_\ ` \ 2x4 #2 SYP CONT. BLOCKING \� C�3 �. STRAP: COL. TO COL.W/ L O C TO TRUSS/BLOCKING - - W/ (3) 12d TOE NAILS EA. END Li _ �. SEE PLAN SIMPSON MSTC28 CENTERED o .. LOW ROOF TRUSS 2X4 SYP #2 BLOCKING @12" a ��\ ON BEAM N O.C. W/ 3 12s TOE NAILS EA. SLOPED BALCONY FLOOR �_ - W 2x4 SYP #2 CONT. LEDGER W/ (2) SIDE - TRUSS TO BEAR ON MASONRY _ T 16d NAILS @ EA. STUD, MAX. 16" _ - WALL W/ META16 BEAM TO SIT ON FIRST FLOOR E- ry CD O.C. SLOPED BALCONY TRUSSES - -� COLUMN LL _— BALCONY FLOOR TRUSS W/ O cn _ LUS26 OR LUS46 TO BEAM z `116L11194�®/ w POST BELOW TO DINE UP WITH POST ABOVE. SEE PLAN FOR °°° \- SEE WS13/SD5 FOR ., ° CONNECTIONS .., ADDITIONAL INFOT` K °' arm LLl o b, 1� z NOT USED BF02 SECTION AT BALCONY BF03 SECTION AT BALCONY BFO CTION AT �O >"� o� •. < --- e m ❑ SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" p 1' 0" ` '�' o � �` < `- ��®p®seo4°.� J 0 -;w.ix�.br�n�rm��x�„csRta�rsearz;�:araa'arr..ma�:e:ryc::.�^.,rna_��.ramt:c«•��aa��raamss�:�zx��:�ss::x:Y..rr�er••,'••>,•111 '"'q,: PARTY PARTY PARTY 4'-0' WALL 4'-0" 4-4- WALL 4'-0-1 4. p.. WALL 4'-0" 0 - WALL O FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED �� r� ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING 0 O ��l (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) Qr�-(,�� SEE PLAN `� r h�id7l'i J�%fly% N 2" USG STEEL "C" -CHANNEL SEALANT 2" USG STEEL "C" -CHANNEL SEALANT TRUSSES (BY OTHE S) 2" USG STEEL "C" -CHANNEL SEALANT _ �° Q tiup UNDER ROOF SHEATHING UNDER ROOF SHEATHING UNDER ROOF SHEATHING FIRE RESISTANT TREATED ROOF SHEATHING F \ (NO PENETRATIONS) o U O STUDDED COMMON TRUSSESTO BE STUDDED COMMON TRUSSESTO BE U (2) 1" SHAFT WALL LINER PER UL U373 _, DESIGNED W/ 100 If LATERAL LOAD _ DTC a 24" O.C. VV/ 1/4" GAP AND 12" DESIGNED W/ 10U If LATERAL LOAD NUT w/ 3"x3"x1/4" WASHER NUT w/ 3"x3"x1/4" WASHER - ;lihiGp,� ��L 4 p G� p (SEE SHEET SD8) ATTACH TIGHT TO\� 0iii ��. AND HAVE BOTTOM CHORD '1/4" FROM END OF TRUSS EA. SIDE OF AND HAVE BOTTOM CHORD 1/4° ALTERNATE: SIMPSON BPS\ -3 ALTERNATE: SIMPSON BPS\ -3 �VII�P�,��li'�`•°"S� a) SHEATHING, EXTEND INTO OVERHANG w ABOVE TOP PLATE PARTY WALL ABOVE TOP PLATE SLOTTED WASHER WITH 1" FENDER SLOTTED WASHER WITH 1" FENDER ` PARTY Z Q 1�L84 U l (I I I WASHER \\ WASHER NALL TRUSSES (BY OTHERS) p 2 1" SHAFT WALL LINER PER UL U373 (I I 2 1" SHAFT WALL LINER PER UL U373 TRUSS TO WALL CONNECTION PER '� > 0�3 (S DOUBLE TOP PLATE EACH SIDE OF O DOUBLE TOP PLATE EACH SIDE OF CONNECTION CHART U.N.O. DOUBLE TOP PLATE EACH SIDE OF `\ O (SEE SHEET SD8) ATTACH TIGHT TO (SEE SHEET SD8) ATTACH TIGHT TO �'- 2" USG STEEL � SHEATHING, EXTEND INTO OVERHANG PARTY WALL SHEATHING, EXTEND INTO OVERHANG PARTY WALL PARTY WALL \ -w� n I• ROOF BRG HGT ROOF BRG HGT C -CHANNEL SEALANT _ � ROOF BRG HGT ` `�: �,--� UNDER ROOF T >.; REFER TO PLANS REFER TO PLANS REFER TO PLANS-� SHEATHING c: DTC 24" U.C. W/ 1/4" GAP AND 12" 1 _._` F— FIRE BLOC fUNG EAC! I SIDF OF PARTY @ FIRE BLOCKING EACH SIDE OF PARTY SEE PLAN WALL t F 1/2' DRYWALL EACH SIDE OF PARTY FROM END OF TRUSS 1/2" DRYWALL EACH SIDE OF PARTY WALL 1/2" DRYWALL EACH SIDE OF PARTY J WALL WALL ; WALL �_ FIRE BLOCKING EACH SIDE OF PARTY 1/2" GYPSUM WALLBOARD EACH SIDE f� WALL TRUSS TO WALL CONNECTION PER �' ~ 3/8" THREADED ROD (U.N.O.) @ 32"--� �' \� OF PARTY WALL ATTACH W/ 8d ` __ _T ` ( FIRE BLOCKING EACH SIDE— - .� 0 � Z 2x #2 SPF STUDS a) 16 O.C. PER PLAN CONNECTION CHART U.N.O. O.C. & 6" FROM EA. END AND W/IN 6 1/2' GYPSUM WALLBOARD EACH SIDE 1/2 GYPSUM WALLBOARD EACH SIDE OF PARTY WALL Q U COOLER NAILS @ 6" U.C. ON EDGE ` EACH SIDE OF PARTY WALL 3/8 THREADED ROD (U.N.O.) @ 32" FROM GIRRDERS, CENTER ROD -' r � OF PARTY WALL ATTACH W/ 8d OF PARTY WALL ATTACH W/ 8dID AND IN FIELD -- L O.C. & 6" FROM EA. END AND W/IN 6" WITHIN DOUBLE TOP PLATE EACH - r4 U Uj $ COOLER NAILS @ 6 O.C. ON EDGE COOLER NAILS @ 6" O.C. ON EDGE _� r 3/4' AIR SPACE EACH SIDE OF - 0 DOUB9 E'I OP PLATE E O LtJ z N 3 1/2 SOUND BATT INSUL. EACH SIDE r FROM GIRRDERS, CENTER ROD r SIDE OF PARTY WALL r O W co r 3/4" AIR GAP EA. SIDE OF PARTY WALL - AND IN FIELD AND IN FIELD PARTY WALL �.. z OF PARTY WALL WITHIN DOUBLE TOP PLATE EACH SIDE OF � 0 W � w 2x SPF #2 STUDS @ 16" O.C. PER PLAN tl- Q �, rn 3/4" AIR GAP EA. SIDE OF PARTY WALL 3 1/2" SOUND BATT INSUL. EACH SIDE 3/4" AIR GAP EA. SIDE OF PARTY WALL- _ ? PARTY WALL E FIRE RATED WALL SYSTEM PER UL r EACH SIDE OF PARTY WALL (2) 1" SHAFT WALL LINER FIRE WALL--- � � `-� O � U) z OF PARTY WALL Z U¢ U oo - MID -POINT BLOCKING BETWEEN - U373, SEE DETAIL PAGE SD8 MID -POINT BLOCKING BETWEEN MID -POINT BLOCKING BETWEEN U373 (SEE SD8) ATTACH TIGHT TO � r QNWZcD -// 2x #2 SPF STUDS 16" O.C. PER PLAN 3 1/2 SOUND BATT INSUL. EACH SIDE SHEATHING- - r� STUDS EACH SIDE OF PARTY WALL— STUDS EACH SIDE OF PARTY WALL @ STUDS EACH SIDE OF PARTY WALL EACH SIDE OF PARTY WALL OF PARTY WALL w O p Q �_ FIRE RATED WALL SYSTEM PER UL FIRE RATED WALL SYSTEM PER UL "" o Fz W iri _� U373, SEE DETAIL PAGE SD8 U373, SEE DETAIL PAGE SD8 rT�- 0 Q Z 0 _ A I SSSPARALLEL PERP. ROOF TRUSSPERPENDICULAR ROOF TRUSS WD C ETI IAL E� < F- Q WD P RALLEL 3 r TRS @� "Wo "Wo LL ARTYA SCALE: 3/'°° = 1'-0" PARTY WALL SCALE: 3/4" = 1'-0" PARTY WALL SCALE: 3/4" = 1'-Q" PART 1 'AL SCALE: 3/4" _ �'-0" < O p v ❑ I LL C) g— U L.tJ a •. : xnr.szs.;n_rams::bacsn:u^xa:.s::��ssrme�^rxrr�ec. t�'t-s�,n,:.rnn,ryur&:�N� ��x�axsra�sscm�:-•-+��rme::e�.-:+�ra�s� Fsutt•�u,rmca°neia-��=mvanYr,�me- auwsner��a �'' .,gA���s.+m�.rasa•aw.saaw'aicn-.mwax'wnirAT.'LsL'.9^�! z ❑ U) Lij 4' p.. 4'-0" � v/ O — FIRE RESISTANT TREATED FIRE RESISTANT TREATED ZZZ ROOF SHEATHING ROOF SHEATHING 0 (NO PENETRATIONS) (NO PENETRATIONS) z z (2) 1" SHAFT WALL LINER PER UL U373 (2) 1" SHAFT WALL LINER PER UL U373 PARTY 0 � O � � (SEE SHEET SD8) (SEE SHEET SD8) WALL ❑ 1/2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL 1/2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL - z OF PARTY WALL _ f U373, SEE DETAIL PAGE SD8 OF PARTY WALL _ U373, SEE DETAIL PAGE SD8 S �,T LU 11 3 1/2" SOUND BATT INSUL. EACH SIDE �, r r: T (2) 2" C -CHANNEL SCREWED BACK TO 3 1/2" SOUND BATT INSUL. EACH SIDE (2) 2" C -CHANNEL SCREWED BACK TO _ \ r OF PARTY WALL r �� BACK AT PANEL JOINTS LOCATION OF PARTY WALL BACK AT PANEL JOINTS LOCATION 0 z r VARIES VARIES FIRE RATED WALL SYSTEM z 2X BOTTOM PLATE W/ (2) 1,2d NAILS @ \ f U373, SEE DETAIL SD8 `L z 2X BOTTOM PLATEVV/ (2) 12d NAILS @ 2x .STUDS @ 16" O.C. PER PLAN EACH 12" O.C. t r 2x STUDS @ 16" O.C. PER PLAN EACH I- 12" O.C. EACH SIDE OF PARTY WALL < SIDE OF PARTY WALL ` SIDE OF PARTY WALL % - 3/4" AIR GAP EACH SIDE OF PARTY 2x4 SYP #2 CONT.BLOCKING/ RIBBON 3/4" AIR GAP EACH SIDE OF PARTY I�l.l W/ (3) 16d END NAILS OR TOE NAILS � r WALL r WALL 2x4 SYP #`L CONT.BI_UCKING/ RIBBON f. ; . 3/4" FLOOR DECKING EACH SIDE OF CONNECT TOP PLATE TO 0 O W/ (3) 16d END NAILS OR TOE NAILS PARTY WALL, FASTEN PER PLAN 3/4" FLOOR DECKING FASTEN PER BOTTOM PLATE w/ 1/2" OR ❑ `•� PLAN 3/8" ALL THREAD ROD, THRU Z PLATE w/ NUT AND WASHER Cp � � r`° PRE ENG. PRE -ENG. v PRE -ENG. 48" O.C. w FLOOR SYSTEM FLOOR SYS TEM FLOOR SYSTEM 2x BOTTOM PLATE ❑ f,,) _� 1st FLOOR BRG HGT r 1st FLOOR BRG HGT 1st FLOOR BRG HGT Ll1 REFER TO PLANS REFER TO PLANS REFER TO PLANS FIRE BLOCKING EA. SIDE OF PAR TY , . F 1/2 DRYWALL 1/2" DRYWALL CEILING - TRUSS CONNECTION. WALL FIRE BLOCKING 1/2" DRYWALL EACH SIDE OF PARTY r 1 EACH SIDE OF PARTY PER PLAN DOUBLE "TOP PLATE EACH SIDE OF f. WALL DOUBLE TOP PLATE EACH SIDE OF ( WALL PARTY WALL W/ (3) 12d TOE NAILS TO F O " O C L - - STRUC FURAL ENG: BED PARTY WALL W/ 3 12d TOE NAILS TO f - - 8" CMU WALL va r .----•---` 2x SPF �#2 STUD,, �r,� 16 U.L. PER PLAN 2x SPF #2 STUDS @ 16 .PERP AN FIRE RATED WALL - -� --- EA. FLOOR TRUSS EA. FLOOR TRUSS EACH SIDE OF PARTY WALL EACH SIDE OF PARTY WALL SYSTEM U905, SEE - (1) #5 FROM FTG. TO TIE BEAM F--� 3/8" THREADED ROD (U.N.O.) @ 32" 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U.N.O.) @ 32" SHEET SD8 - SPLICE TO BE MIN. 30" GROUT " — pTRUCT: UP OF PARTY rWA�TT INSUL. EACH SIDE S U.C. & 6" FROM END, CENTER ROD OF PARTY WALL O.C. & 6" FROM END, CENTER ROD - / CELL SOLID p WITHIN DOUBLE TOP PLATE (ONLY WITHIN DOUBLE TOP PLATE (ONLY c�c CHECK: CC MID -POINT BLOCKING BETWEEN RE�2'D WHEN ROOF TRUSSES ARE MID -POINT BLOCKING BETWEEN REQ'D WHEN ROOF TRUSSES ARE ° T JOB No. TM -2142496 STUDS EACH SIDE OF PARTY WALL PERPENDICULAR TO PARTY WALL) STUDS EACH SIDE OF PARTY WALL PERPENDICULAR TO PARTY WALL)'� __---- WILD/N — SCALE:AS INDICATED W0� PERPENDICULAR FLOOR TRUSS "WoOPENING FOR STAIR SANFORO SATE: 12/16/14 . „_ ,_„ W03 PARALLEL ROOF TRUSS CMU NOT USED o fi PARTY WALL SCALE: 1/2 = V-0" PARTY WALL SCALE. 1/2 - 1 0 PARTY WALL SCALE: 1/2" = V-0" �AgRtM�m m E Uffift' COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. T'll, AIR SPACE Design No. U373 Nlay, 07, 2013 Wall Raat ug - 2 Hr (lice Item ° 4, -$A and 411) Finish Rating- 120 Alia (Ste [lens 4) sea• AN WACI -� a t1 T t Y yor0 77-� ' r 314- ._r ti AIR SPACE .�� t:vttnAa Spot>tlrLi.tr. r 1 .A 5 t.'t'.il~lhlGURAT(t =614 .1 E,%V .r:U trre+HC., l,nom,l(m,t.,:1%- IRAWVR 111.,,'.li,I li ONLY i l .1,4 4 I 'A CZ t t jfli ivt tR,1'1 [+ yT ` B I�trng:t,:Sair•¢FhF;a,PIr;Ur1.1�E1t AREA. . S PAIUCION NYAI.L - (Nunbe rang Max Height - -W 11) L Floor, lutermediateorTop Wall -2-3/16fit. wide ehamnclshaped with I in. lung legs torulcd froul No. 25 NISG gals steel, secured wide aaiuiblo 1:lsteners spaced 24 ht. OC. Steal Studs- Steel members formed from No. 25 MSG gala ,tccl having "li" 5huped Ilauges spaced 24 in. OC, overall depth 2-118 in. and flange width t-1/2 111. 3. Gypsum Board' -Two layers off in, thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of pauels !fiction fitted into "IV - shaped studs. GEORGIA-PACthIC CYPSUM L L C'-'1'ypcs'fA3L, DGUSL PRO'I'ECI'EB WALK: - (B=aring or Nonbearing Nall, its indicated in Items 4, 4A and 4B) 4. NN Cod Studs -For i Hr. Bearing or NunWaring Wall Rating Nom 2 by •l ht., lriax 3pacing 24 ua 0C. Stud =was -bill=ed cit midhcight whore neie •spry fur ,:fit) allachntenL Min 3/4 u1.. scpanition between wood ficuuing and urea scpanation wall. Finish ruting evaluated for 51ood studs only. 4A Steel Studs -(As un alteroato to Itcan 4, not shown) -- Fort Ilr. Bearing Wall Rating Corrosion protected steel studs, min No 20 NISG (0.0329 in., min bar" 1110 d thiQkncss) steel or rain 3- l/2 i11 wick, min No _>0 GSG (0.036 in. thiel.) galy steel or No. 20 NISG (0.033 io. thick) primed steel, Quid fumed, shall be designed in accordance with. [be current edition of flic Spceiticatiou for the Design of'Cold-Founed Steel Structural M.tubers by the AinCdCU11 fruit rand Steel Institute. All design details enhancing the structural integrity of th0 wall ussembly, including lite axial design loud of tiro slu=ts, shall be as specified by the steel stud designer and/or lxudueer, and shall meet IhQ uo'utl applicable local code ngQnQies.1 hC max stud spacing of wall uscmblics shall not exceed 21 in, OC. Studs autched to floor and eciling tracks with 1/2 in. long'1'ype S-12 steel sciews oil both sides of studs or by v50ldcd or bolted cunir.Q6011s de 1 ned in aQcurdunce with the ANI specific thons. Top and bottom hacks shall consist of steel iv.ntbers, grin No. 20 NISG (0.0329 in., min burs• inchd thickness) stoat or min No. 20 GSG (0.036 in. thick) gaiv steel or No. 20 NISG (0.033 in. thick) primed sacel, that pruvidc a sound structural corm Q(mr1. between steel studs, and to adjacent assemblies such as a floor, ceiling and/or other walls. Attached to floor and ceiling asselkiblies with steel fastcaers spaced not greater than 24 in. O.C. Studs cross -braced with stud framing at midheight wlteru necessary for clip attachment. Milk 3/4 in. wpamuion between steel limning and arca sajraration will, Finish rating has not been cvulual d for Steel Studs, 4B steel Studs - (As an alternate to heats 4 mal 4A for u e in Configumdion B only, not shown) -- For 2 fir. Nunbeming Wall Rating Channel shapvd, fabfiCiAQd from min 25 NISG corrasion -protected steel, nun 3-V2 in. wide, min I- 1/4 ill. !lunges mid 1/4 in. re(un)spaced a max of 24 in OC. SLIals to be cut 3/8 to 3/4 tit. le sth n rsser. ly hei li .'I' l and bottulli trucks a11 be Channel • apct , ftbricatcd 1`170111. min 25 NISG currosiou•protcetcd steel 111111 width to accommodate stud si/e with n1i11 1 in. long legs, attached to floor laid ceiling wait Ihstelu:rs 24 in. OC nuut. Studs cross -braced willt stud franking ;it midheight where necessary for clip attncluuent. 0.6113/<4 in. separation between steel friuning and arca separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board - Classified or Unclassified - Mur U2 is thick 4 1.t wide, applied either horizontally or vertically. Wallboard ata ached to wood studs (horn 1) with 1-1/4 in. long steel drywall units spaced 12 in. OC Wallboard attached to steel studs (Itean 4A or 413) with 1 in. l0n9'1'ypc S steal screws sp ned I2 in OC. Vertical juinLv located over studs (Optional) Joints covered with payor tape and joint compound. Nail or screw heads covered withjoint compound. 5A. plywood Sheathing or OSB -- (Not shown) - A an alternate to Item 5, Noau11al 1/17 in thick or grvatcr plywood. or OSB applied boll out ally or vertically lit wool or ACQ1 studs VQrficalj011ls luurl d over studs Hunrunlal joints shall be butted light to lural it elu ed joint Fastened to studs with nails or screws ufsufFicicnt length, spaced 12 in. OC Joints mrd f tstuacr hada are not required to be treated. Aluminum Clips shut[ tiv vpaced us de,cribed in llem 6. 6. Attachment Clips -- Aluminuai aagle,, 0.062 in. thick, min. 2 in wide with min 2 in. and 2-1/2 n1. legs. Clip, secured with nri11huum one Typo S ,crew 3M rel. long to 11" stud., and with minimum out: Type W screw 1-U'4 ill long to wool framing or „tcei flanking though holes provided in clip. ChpS spaced it minx of 10 Il OC vertically bvlwQan 5vuod or steel franking and "ll" studs tier separation walls up to 23 11 high. For sepmuliou walls all to+l, 11 high, clips spaced as desr:ribed uL•ovc for the upper 24 t1.. and the remaining wall area below rQquires Mips spaced u mus 5 ft OC vertically behvicen 5vuod or steel framing and "1l" studs. 7. Batts and "laurels, - (Oplional, not shown) --- Placed in stud cavities, may glass fiber or mincrtrl wool insadation, max 3.0 pcf density, bearing th0 UL Cta.ssificatiun Matrkiug as to Surfacv Burning Characteristics and/or File R rstance See Batts and Blankets (BKNV or BZJZ) Categories for names of Cln.sitied compaaie,s. 'Bearing the UL Clussificution Mark z DESIGN NO. U905 BEARING WALL RATING - 2 f IR. NONBEARING WALL RATING -- 2 FIR. inl0 ' c HORIZONTAL SECTION 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. 'THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE "THAN 3-1/; PARTS OF CLEAN SHARP SAND '1`0 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 FIR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICAT OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS) WATER REPELLENT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC" - (OPTIONAL NOT SHOWN) - 1-1/2 IN. THICK 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). * BEARING THE UL CLASSIFICATION MARK 3/4" AIR GAP BOTH SIDES OF PARTY WALL 2x8 SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION INTERIOR 1/2" DRYWALL 2x4 SPF #2 STUDS C7 16" O.C. U.N.O., w/ BATT INSULATION 4'-0", MIN. FIRE RETARDANT SHEA'T'HING PARTY WALL ,,-2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION INTERIOR 2" STEEL H -SECTION STUD 24" O.C. MAX. (2) 1" GYPSUM LINER PANELS, SEE U373, SHEET SD8 2" STEEL C -SECTION RUNNER -- 4'-0", MIN. - FIRE RETARDANT SHEATHING 48" AS SHOWN ADJACENT TO 2nd FLOOR z PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS EXTERIOR W 2 R. SIRE WALL 2ND FLOOR TYKAL PARTY WALL SCALE: 1/2" = 1'-011 PARTY WALL 2" STEEL H -SECTION STUD 24" O.C. MAX. - (2) 1" GYPSUM LINER PANELS, SEE U373, � �SHEETt ��a FURRING FOR CONT DRYWALL 2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION 2" STEEL C -SECTION RUNNER j 8" CMU BLOCK WALL FINISH PER SPECS WO69 2 NR. IRWALL JOINT FRAME TO BLOC SCALE: 1/2" = 1'-0" PARTY WALL 8" CMU BLOCK WALL FINISH PER SPECS 2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION 2" STEEL C -SECTION RUNNER 2" STEEL H -SECTION STUD 24" O.C. MAX. (2) 1" GYPSUM LINER PANELS, SEE U373 SHEET SD8 WOE 2 HR. FIREWALL JOINT LIC01 SCALE: 1/2,17=1aoa F'TO 4'-0", MIN: I < 4'4', MIN. FIRE RETARDANT PARTY SHEATHING 48" AS SHOWN WALL ADJ. TO 2nd FLOOR PARTY2" C -TRACK WALL, TYP. @ 2nd FLOOR PARTY WALLSF_��WALLFRAMING EXTERIOR 1/2' DRYWALL (2) 1" GYPSUM LINER PANELS, INTERIOR WALL SEE U373 ON FRAMING SHEET SD8 2" 1` -I -STUD 3/4" AIR SPACE ` 2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION 1`10 2 HR. FIRE WALL @ 2ND FLOOR NOT USED 2" USG C -RUNNERS a, ra ,113/4" AIR SPACE W/ 3/8 TYPE S PAN c� l)',/ALL SECTION, LO ELEVATION. W HEAD SCREWS- -F/ IRE RATED ROOF SHEATHING PER PLAN W (� 2" USG C -RUNNER W/CUT 0 F- C F- Q r _ • SCALE: 1" _• ' ,_0a' 0.063" USG ALUMINUM ° ANGLE CLIPS W/ 3/8" TYPETRUSS OVERHANG EA. SIDE n .- gra � au xtxr^:ac sauxa i r r�anr3�er�c ossa.. sAsi r. �1 L- U)(, LIQ l 0 d z "S" PAN HEAD SCREWS TO U) Q) OUj0*Uj' SHEET ROCK AND 1 1/4" Ll.l 06 LU (1) Q o -, TYPE "W" OR "S" SCREWS TO J "'------ Q O d -1 Dwz, U) ~ t� L EXTEND THE (2) LAYERS OF 1" THICK USG GYP. PLATE PLACE AT EACH END (-- W :D <00IL ❑ 2iW AND AND 8" O/C EACH FACE - WALLED. LINER PANELS OF 2 -HR. WALL INTO SOFFIT z z F-W 0 (� AREA W � LU Q (n O O 1�Ataaaa��pa� 11' o PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP, t � w a mor Q Z Ly ;-.� ." Q rA-A .mw�Y SD7 2x6 SUB -FASCIA � _ - �� ���,®4®q?°o���`�eo � LU EL FIIGH Sl-RENGTH OR 5/8" O o ` GYP WB NAILED OR ❑ '1.!U `- SCREWED 0 ��� M U r�1 �7J r EXl-END THE (2) LAYERS OF 2 TYP. EXTERIOR FINISH. LU o � 1" I -HICK USG GYP. W/�LLBD. AND EXT. S1-IEATHiNG C` LINER PANELS OF 2 -HR. c SEE TYP. EXT. WD. ; 0 WALL iNTO SOFFIT AREA �ro FRAME WALL SECTION La.. BATT INSULATION :SEE TYP. r� O r __v- TYP. 2x-V\1D. FRAME. Ex f. WD. FRAME WALL N ��ECTION tC� EXT. BRG. WALL PER f;, O �1tio PLAN 112. a f PSUUI 1`1ALLBOARD, O r< I SEE TYP., EXT, WD. FRAMEQ� c� l)',/ALL SECTION, ELEVATION. W LU , 0 (� 2" USG C -RUNNER W/CUT 0 F- C FLANGES SHOWN WITH (3) 1 U _ • SCALE: 1" _• ' ,_0a' 1/4" TYPE "W° OR "S" SCREWS (� - .- gra � au xtxr^:ac sauxa i r r�anr3�er�c ossa.. sAsi r. �1 L- U)(, LIQ l 0 d z ET ION ALD - AT FRAME AND (3) 3/16" DIA. X Cj U) Q) OUj0*Uj' 2" TAPGON S AT MASONRY -r Ll.l 06 LU (1) Q o -, z Q O d -1 Dwz, U) ~ t� L W :D <00IL ❑ 2iW Q z F-W 0 (� �<Wz0 0 a LU Q (n J L. U z � " Z LLN J 0 W N Q J OVERHANG LEIG'fhi 1 7l2" p O L! o _ I_ Uj W T- LU W I = ( 0 U) O Li EL O O 1�Ataaaa��pa� 11' o PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP, t � w a mor Q Z Ly ;-.� ." Q rA-A .mw�Y SD7 2x6 SUB -FASCIA � _ - �� ���,®4®q?°o���`�eo � LU EL FIIGH Sl-RENGTH OR 5/8" O o ` GYP WB NAILED OR ❑ '1.!U `- SCREWED 0 ��� M U r�1 �7J r EXl-END THE (2) LAYERS OF 2 TYP. EXTERIOR FINISH. LU o � 1" I -HICK USG GYP. W/�LLBD. AND EXT. S1-IEATHiNG C` LINER PANELS OF 2 -HR. c SEE TYP. EXT. WD. ; 0 WALL iNTO SOFFIT AREA �ro FRAME WALL SECTION La.. BATT INSULATION :SEE TYP. r� O r __v- TYP. 2x-V\1D. FRAME. Ex f. WD. FRAME WALL N ��ECTION tC� EXT. BRG. WALL PER f;, O �1tio PLAN 112. a f PSUUI 1`1ALLBOARD, O r< I SEE TYP., EXT, WD. FRAMEQ� ff In TYPICAL PARTY WALL SCALE: 1/2"=1'-0" Z:)Ub COPYRIGHT MCD 201 : The information contained in this document is copyrighted and is the exclusive ro ere of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC An use duplication or transfer of these documents without the ex ressed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC is strictly prohibited -V -s �.- - - ---- P P Y Y P p Y c� l)',/ALL SECTION, ELEVATION. W 'W2 HOURA SEPARATION r__ _ • SCALE: 1" _• ' ,_0a' gra � au xtxr^:ac sauxa i r r�anr3�er�c ossa.. sAsi r. �1 L- U)(, LIQ l 0 d z OUj0*Uj' o 0 � 06 LU (1) Q o -, z yj _J U`-❑�� O d -1 Dwz, U) ~ t� L W :D <00IL ❑ 2iW z F-W 0 (� �<Wz0 0 a LU Q (n U z LJJ{ " Z LLN J 0 W N Q J O o _ I_ Uj W W U) O EL O z O ❑ ! a Ji u �3 LL1 0 !� ?_ f- 00 ❑ 0 0 (D 1 o U (nu 0� 0 {� >Y U n STRUCTURAL ENG: BED Q DRAFTING. WSTRUCTI - DP --- - -- co QC CHECK: CC JOB No. - --- TM -2142496 w 6 5-7!2 #151-772 W 4D <\ V-6 SCALE: AS INDICATED -- i -- 4�l1FCiRD ~ DATE: 12/16/14 ff In TYPICAL PARTY WALL SCALE: 1/2"=1'-0" Z:)Ub COPYRIGHT MCD 201 : The information contained in this document is copyrighted and is the exclusive ro ere of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC An use duplication or transfer of these documents without the ex ressed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC is strictly prohibited -V -s �.- - - ---- P P Y Y P p Y Erl MIN. (3) 2x SYI STUDS REQ'D OF LANDING U 16d NAILS FRC LEDGER TO S PACK STANDARD (3) i STRINGERS VV/ SIMPSON A35 / CLIP TO FLOOR SYSTEM & LAN[ FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO MAKE PANELS WIDTH FLOOR SYSTEM OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL LINE UP 2xJOIST IN OTHER PANELS TO LINE WITH MIDDLE BEAR ON LEDGERS 2x12 STRINGER TO BE PARTY WALL OR — CONTRACTOR TO ELEVATOR WALL SEE CONSTRUCT PANELS PLAN (1) 2x12 2x6 (1) 2x8 4'-0" .." (3) 2x12 TO SLIDE INTO THE 8'-0" 11 -0" (2) 2x12 2x6 61.011 ELEVATOR SHAFT MIN. 7116" SHEATHING r~ ,� ` THRiJ DOOR OPENING, W/ 8d RING SHANK 1 r 3 �� �' { WIDTHS MAY MARY. NAILS @ 6 O.C. ON 2x6 61.0" h x � �;'I PANELS I AND 2 TO BE EDGE AND 12 O.C. IN (1) 2x8 2x6 4'-0" INSTALLED AND FIELD 2x12 91.011 9'-0" (2) 2x12 ..r0 SHIFTED OUT 7'-0" (1) 2x12 ALL Oil,/1=0R UAl\lr=1 n W ; -�iS LO �- / (WHICH i LONGER) TO `j UTILIZED AS BLOCKING {W ATTACH PLATFORM 1'U BE INSTALLED LAST ? � LEDGER W/ 1/4" X 3-1/2"PLATFORM LAYOUT AND WILL 1_OCKII JG 10 SDS SCREWS @ 12 EVERYTHING ❑ 2XJOISTS @ LANDING �'� --- __-- O.C. ON ANGLE TYP. TOCaETHER. " +_moi l Cr 16"O.C. W/ SIMPSON FLOOR SYS M - 0 ON EACH SIDE W I— A35 OR LUS26 HANGER — MID SPAN BLOCKING ❑ W/ (2)'12d TOENAILS O (1. 1 2X6 #2 SPF CONT. �— -- O LEDGER W/ (2) 1/4" X 6" MIN. Z -� 3-1/2" SDS SCREWS @ z RIMBOARD � W 16" O.C. MAX INTO a 2X6 #2 SPF RIM BOARD W Y _/ STUDS OR FLOOR W/ (3) '16d NAILS INTO ❑ 2X6 #2 SPF JOISTS @ ❑ SYSTEM TYP. EACH O Q 12" O.C. W/ (3) 16d ENG ° JOISTS NAILS FROM RIM JOIST END UNDER �, \ PLATFORM a (2) 2x BEAM PER � TO JOISTS W/ 2X6 MID O SPAN BLOCKING J `� \ 11 U_ SCHEDULE REQ'D @ &JOIST (P.T. IF MAX s' -v° "-' 2X6 #2 SPF 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LANL @120C, STRINGERS TO MASONRY WALL) CONT = o SEE PLAN FOR o +/lID SPAN BLOCKING LEDGER w/ 3 16d - ADDITIONAL BEARING ` l CONNECT -TO. BEAM O �, z W TO BEAR DIRECTLY OIe! TO MATCH JOIST NAILS @ 16" O.C. MAX. WALL INFORMATION � O DEPTH W/ (3) 10d TO EACH STUD. ((2)1/4" eST604 ELEVATOR TEMP. FLOOR MAX'_0 BUILT UP COLUMNS z TOENAILS EACH cr 16" 0 BELOW 'H END x 3 1/2" TITENS _ p O.C. MAX. FOR SCALE: 3/4" = 1'-0" MIN 7/16" FLOOR PLATFORM DETAIL z .A -A P"LAN VIE_ � �!� D�GREE TURN LANDING MASONRY WALL) � 10"MIN. SHE MIN. (3) 2x SYP #2 — STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK STANDARD (3) 2X'12 - SYP #2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING o LATHING O \%1i11113ihll w SEE SCHEDULE FOR MAX WIDTH OF LANDING `® s, N 2x4 CONT. TOP PLATE®�� �� 3%2" ATTACH TOP PLATE TO o 2x4 #2 SPF STUDS @ STUDS W/ 2 16d TOE x4 CONT. TOP PLATE,. r r ? `+ Z Z SEE ARCH PAN I I () , r w Q 24" O.C. NAILS 3" (ATTACH TOP PLATE o� ` �� Vii; �' r� (j ll \. 3/4" PLYWOOD OR OSB �~r MAX 4' 0" B SEE PLAN FOR DEP TH OF LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 g _p 12'-0" (2) 2x12 2x6 6.0 (1) 2x12 2x6 (1) 2x8 4'-0" (3) 2x12 2x8 8'-0" 11 -0" (2) 2x12 2x6 61.011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 61.0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 91.011 9'-0" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 i (3) 2x12 2x8 9-_011 (2) 2x12 2x8 'T 8'-0" C A OVE FLOOR f0 STUDS W/ (2) 16ci SHEATHING OVER 2x4 #2 SPF STUDS @ TOE NAILS �j ,^' ° X x 24" O.G. W/ (2) 12d LANDING ATTACHED STAIR WINDER DETAIL 2x6 VERTICAL @ 6'-0" NOTCH SILL PLATE TOENAILS BOTTOM ' o\ ^®2i 0 PER GENERAL FLOOR O.C. MIN. AND @ ANY M — �: +,`° c J O FOR VERTICAL CONSTRUCTION OPENING. W/IN 10d NAILS @ 4" O.C. ---� — NOTCH SILL AND NOTES HANDRAIL KNEEWALL / PLYWOOD FLOORING STUD TO BE P A\ (NOTCHED @ 2x6 �~ � `' � -`-- .o®�9A'�. tt191�� s. 17 VERTICAL LOCATIONS . TO ALLOW VERTICAL ATTACHED "fC� I -JOIST U) MID SPAN BLOCKING 2x L -BRACE W/ 12d ) TO SLIDE DUV�lN TU N07Ci E Fi_CJpR 1 '� BELOW (OTHERIAIISE TO MATCH JOIST PLYWOOD SHEATHING NAILS @ 4" O.C. ATTACH V!!/ (2 .12{1 J [: FACE OF I -JOIST SHEATHING TO I ) cz. DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. TOENAILS @ Bpl-1.OPdl) � TOENAILS EACH END IF ATTACHING TO OVER LANDING ACCOIv1iVIODA f E 2x O ATTACHED PER ATTACH 2x0 VERTICAL I U MASONRY WALL) 2X6 VERTICAL AND ' " - 2x4 SILL Pl_ATE VV/ (2) ❑ v 'r o/ TO i -JOIST VV/ 3 / x 3" O GENERAL FLOOR (-) (, CONSTRUCTION L -BRACE @ 6'-0" O.C. & SDS SNOOD SCREWS y -- r � Z O w NOTES @ ANY OPENING nuu,. �i. Nr SECTION X -X ETOP PLATEQUALLY „7 �,,,- 16d TOE NAIL E,4. Q <j r �� U w V C'{INT: BR10E &'10d 'I,. MAX 0 C. ATTACH TOP PLATE TO til �j a 3 » SPACED/CENTERED IN { + NAILS r _j BEAM END OF STUDS 2/ 2 16d TOE - ~�- W w " 5 I -JOTS T TO OUTSIDE + + FLOORSHEATHING 'W 7 m o @ O 4/s FACE OF JOIST +8' + ��, � O � � o \� O Z LANDING PER NAILS + - �-, A f fACI1 2x4 Tp l -JOIST ? C o SCHEDULE 2x4 #2 SPF STUDS 1 - w @ DOUBLE I JOIST PARALLEL TO FLOOR I �� w/ 2 w 24" O.C. W/ (2) 12d N.T.S. 3 SCREWS EQUALLY ''��1i�91', ° uiil \ TOENAILS BOTTOM 1 �---- " SEE PLAN FOR SLICE CUT PLYWOOD 2 0 `i SPACED &CENTERED H 1" �Sti� a) MASONRY WALL OR 2x4 CONT. TOP PLATE ��� IN I -JOIST z vU U FLOORING FOR STRAP ATTACH TOP PLATE TO �� SEE ARCi-I PLAN �� O WOOD WALL STUDS W/ 2 16d TOE ` SIMPSON A35 O MAX. 4 -0" ABOVE FLOOR �-- 8" WIDE WEB U) U CONNECTIONS NAILS STIFFENER @ 48" O.C. p 2x4 #2 SPF SILL PLATE X I X MASONRY WALL OR r.., T „ W/(2) 10d NAILS @4" 2x4 #2 SPF STUDS @ PE, (R@ EA. BRACE) w/ (2) Q O.C. 24" O.C. W/ .RPEIVDICUL/AR TO FLOOR OV`/S OF 10d NAILS @ L � FRAME WALL BEYOND (2) 12d � 2x4 SILL PLATE W/ (2) 3' O.C. NOTE: � TOENAILS BOTTOM _ 1 10d NAILS @ 4" O.C. 3" O.C. N TO 8E (2) 2x BEAM PER 2x JOIST (P.T. IF (NOTCHED @ 2x6 F (2) SIMPSON LSTA24 FLUSH vv/ OUTSIDE OF U SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). 0 END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT BOTTOM CHORD D STUD) EVERY 48" O.C. PLYWOOD FLOORING f--------------- STRINGERS To () S=13 CROSS SECTION OF BEAM TO LEDGER TO ALLOW VERTICALco CONNECT TO. BEAM @ 16"O.C. W/ SIMPSON LEDGER vv/ 3 16d ❑ 7 A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. FLOOR BEAM CONDITION \— TO SLIDE DOWN TO El z r TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) '1/4" FLOOR BEAM SEE FACE OF I -JOIST BUILT UP COLUMNS PLAN U o BELOW x 3 1/2" TITENS @ 16" 2x6 VERTICAL AND LL O W W z N O.C. MAX. FOR L -BRACE � O w /� y ,�`� q ATTACH 2x6 VERTICAL @ 6-0" O.C. & Z — z Ld r_ A -A P LAN VIEW ( 180 DEGREE T �i" N LANDING MASONRY WALL) STRINGERS TO BE , „ AN w @ Y OPENING O 06 W z U) w �, — NOTCHED AT LANDING TO I -JOIST W/ (3) /4 x 3" � SDS WOOD SCREWS _ Q C� Q 0 . r U z O F- ❑ O 00 SEE SCHEDULE FOR MAX WIDTH OF !_LANDING - ---- EQUALLY O w z SPACED/CENTERED IN 2��, I -JOIST SEE PLAN J J r (3) 16d TOENAILS 0 � z A35 cr EA STRIN�'ER I -JOIST TO OUTSIDE o t1( 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING ?x ATTACHED TO STRINGER ?x'12 STRINGERS ONE DN EACH SIDE AND )NE @ MID -SPAN A35 CONNECTION L l C 11. X8 P.T. SPF #2 (MIN.) ET -IN FASTEN TO ;LAB USING MIN. (4):t" 3" EVENLY SPACED APCONS @ MIN. END ISTANCE OF 1-1/2" TO LANDING J SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT \\ WALL COULD BE — REQUIRED. SEE PLAN -- _ FOR REQUIRED HEADER AND SUPPORT INFORMATION. ---- 2x JOIST (P.T. IF III ATTACHING TO MASONRY WALL) CONT ` IIII LEDGER w/ (3) 16d NAILS @'16" O.C. MAX. IIII TO EACH STUD. ((2) 1/4" IIII x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR IIII SCHEDULE @ END OF MASONRY WALL) ' LANDING FOR STRINGERS TO WOOD OR MASONRY CONNECT TO. BEAM WALL SEE PLAN FOR TO BEAR DIRECTLY ON MORE INFO BUILT UP COLUMN BELOW, 2x JOIST PER MIN. (3) 2x4 SPF #2 SCHEDULE COLUMN HEIGHT OF LANDING BASE PLATE PER FLOOR P BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 g _p 12'-0" (2) 2x12 2x6 6.0 (1) 2x12 2x6 (1) 2x8 4'-0" (3) 2x12 2x8 8'-0" 11 -0" (2) 2x12 2x6 61.011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 61.0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 91.011 9'-0" (2) 2x12 2x8 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9-_011 (2) 2x12 2x8 71-0 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9._011 (2) 2x12 2x8 7'-0° 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0„ 61-0" (2) 2x12 2x8 81-0 (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" T0� SECTION IfAN®f�/�IL VV/ FACE OF JOISTQ O O SINGLE I JOIST PARALLEL TO FLOOR I - Z Z I=- � w FLOOR BEAM CONN. SCALE: 3/4" V-011 N:r.s. r- o Q< W z o � 5,N n 3—% Q O LU < 0 SEE ARCH PLAN — 2x4 CONT. TOP PLATE ry MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 STUDS W/ (2) 16d TOE Uj 2x4 #2 SPF STUDS X X NAILS Z W 2x6 VERTICAL @ 6'-0" @ 24' O.C. 2x4 SILL PLATE W/ (2) O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 2x4 #2 SPF STUDS @ LU 0 W 24" O.C. W/ cn OPENING W/IN (NOTCHED @ 2x6 � (2) 12d HANDRAIL VERTICAL LOCATIONS). I TOENAILS BOTTOM IL NOTCH SILL PLATE � KNEEWALL FOR VERTICAL C7 NOTCH SILL AND PLYWOOD FLOORING p z 2x L -BRACE W/ 12d TO ALLOW VERTICAL `t NAILS @ 4" O.C. 2x6 VERTICAL AND TO SLIDE DOWN TO 00 L -BRACE @ 64" O.C. & FACE OF TRUSS z LLI @ ANY OPENING — 2x4 CONT. TOP PLATE LU 0 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE � 1: TO TRUSS W/ (3) %4" x 3" 3 1/2" TO STUDS W/ (2) 16d ❑ z SECTION X -X DOUBLE TRUSS PARALLEL TO FLOOR N.'r.S. SDs WOOD SCREWS TOE NAILS z H z EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS _T 2x4 CONT, TOP PLATE TRUSS TO OUTSIDE ~ U) ATTACH TOP PLATE TO F 2 @ 4" O.C. EVERY OTHER W � ACE OF TRUSS STUDS W/ (2) 16d TOE 321 STUD TO BE O 0 NAILS 1-_- ATTACHED TO TRUSS SEE ARCH PLAN BELOW (OTHERWISE ❑ ATTACH W/ 2 - MAX. 4'-0" ABOVE FLUOR � O 12d z TOENAILS @ BOTTOM) CD 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d NOTCH FLOOR— % — . 2x14 SILL PLATE VV/ ( 2) 0 U TOENAILS BOTTOM LLl SHEATHING TO I 1.6d TOE NAIL EA, 0 ACCOMMODATE 2x i CONT. BRACE& 1od � � � � � 2x4 SILL PLATE W/ (2) - MAILS @ 4" O.C. TO NOTCH SILL AND — —_ 10d NAILS @ 4" O.C.�r`�'� -J� FLOOR SHEATHING c~j f�. PLYWOOD FLOORING �- I (NOTCHED @ 2x6 - w ., TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TOATTACH 2x4 TO TRUSS rf)- STRUCTURAL ENG: BED FACE OF TRUSS �/ i / /1!r' (2) %"x3', SID" � -- __ — —.- SCREWS EQUALLY < DRAFTING: 2x6 VERTICAL AND SPACED & CENTERED z ATTACH 2x6 VERTICAL STRUCT: DP -- . IN TRUSS w --- TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & QC CHECK: CC SDS WOOD SCREWS _� @ ANY OPENING LAN w ATTACHED PER PLAN NOTE: EQUALLY TM -2142496 SCALE:OU. 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN � AS INDICATED EN ER Lj L LAPS! i�1I N!°�1_ 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE TRUSS SEE PLAN Z 3. (1) 2x12 BEAM ATU' REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ST03 SECTI®N HANDRAIL W/ FACE OF TRUSS#15-765 #15-772 ' DATE: 12/16/14 STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STAIR FRAMING INFO SCALE: 3/4" = V-0" (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID ®I �+ _ FLOOR TRUSSES SCALE: 3/4" - 1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR UNDER BEAMS LESS THAN 2x12) N.T.S. SAN ORE COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES INC• An o A y us e, dupllcatlon, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. ST1 N -3R WP/GFI EyCe AL -t- Qw- T S * U t7tJ t ` QtA9- VII D/ creat hoom". Lanai PROVIDE VEGiU T SUPPORT'\ yip/6F1 l \ IWFAN W L1644TeT 11� \ -0 -R3 _'--•--'-.. Cafe � / //4\\ \ / Pantr er III — PEND PEND PEND ` GSI l i Kitchen IIOV DEDIGATrD -n VENT HOOD % MI tau --J u---- - GFI---- - �- _ �._ _V6 I P 3OA/2P •\ ' � N -3R 2 -Car Garage ! I I / ELECT. PANEL. RRISGATION ------------------- YISTEM / I6 I / Z / FIRE BELL +100" A.F.F. FIRE 5PRINKLER PUMP / - INSTALL PER MANUFAGTURE'S SPED. 4 L' I GOAGH L I6HT i I I i ELEGT. ! METER 6H L — O -------- GOAGH 'J• `� — — r • f ' GOAGH LIGHT LIGmwft o r HTmaill 9 Upper Floor Electrical Plar ELECTRICAL KEY I$ SINGLE POLE OUTLET Ia DUPLEX CONVENIENCE OUTLET Ia DUPLEX OUTLET ABOVE COUNTER y� NEATHERPROOF DUPLEX OUTLET I�;E6FI GROUND -FAULT GIRGUIT-INTERRUPTER �'2 DUPLEX OUTLET 60" TO GP HALF-SHITGHED DUPLEX OUTLET 48" TO GL (INSTALL UPSIDE DOHN) ® SPEGIAL PURPOSE OUTLET/JUNCTION BOX 12"TO GL DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET �D OVERTiEAD DUPLEX 46"TO GL NALL 5NITGH I 3 THREE -NAY 5NITGH �-4 FOUR -NAY SNITGN P RHEOSTAT 5NITGH 64" TO BTM DIMMER SNITGIT C� REINFORCED JUNCTION BOX }� CEILING MOUNTED INGANDESGENT OF FIXTURE LIGHT FIX"IURE 54"TO GL NALL MOUNTED INGANDE56ENT 64" TO GL LIGHT FIXTURE - REGE55ED INCANDESCENT LIGHT FIXTURE DR HANDLE REGE55ED ADJUSTABLE EYEBALL INGANDESGENT LIGHT FIXTURE 66" TO GL INGANDESGENT LIGHT FIXTURE PG NITH PULL CHAIN h0 W� R!dWY LIGHT UNDER SINK FLUORESCENT LIGHT FIXTURE 24" TO CL FLUORESCENT LIGHT FIXTURE TO GL NITH PULL CHAIN —� TRACK LIGHT LIGHT BAR (� EXHAUST FAN (VENT TO EXTERIOR) VANITY TO BE RAISED 4" EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN NITH HEAT LAMP (VENT TO EXTERIOR) cIi CHIMES I `JPB PU5Hr3UFrON 5NITGH @ SMOKE DETECTOR @ NEAT DETECTOR @0 GO DETECTOR e CARBON MONOXIDE DETECTOR mD AND SMOKE DETECTOR TO THERM05TAT �s SPEAKER PH TELEPHONE W COMPUTER ❑1v TELEVISION P ELECTRIC METER Z ELEi TRIG PANEL GEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN NITH INGANDESGENT LIGHT FIXTURE r (PROVIDE ADEUUATE SUPPORT) ELECTRICAL NOTES: 1. PROVIDE AND IN5TALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODES 2. PROVIDE AND IN5TALL GROUND FAULT GIRGUIT-INTERRUPTERS (CFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, 51N6LE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A LISTED ARG --FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. 5. HVAC GONTRAGTOR TO VERIFY THERMOSTAT LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, AIC, UNITS, ELEG-TRIGAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND NATER HEATERS) ARE SUBJECT 'f0 RELOCATION DUE TO FIELD CONDITIONS. -I. 5NITGHE5 AND GIRGUITS FOR OPTIONAL ELECTRICAL NOT SHOHN, COORDINATE LOCATIONS KITH BUILDER. 8. NO DISPOSAL N/ SEPTIG SYSTEM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL SNITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAG SUPPLY GRILLES. TIE ALL DETEGTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR HILL CAUSE ALL DETECTORS IN THAT UNIT TO 50UND. 10. PROVIDE FAN RATED BOX NITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. II. PROVIDE FLUSH MOUNTED NALL 5NITGH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 12" AFF. SEE MANUFAG'TURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PREHIRE FOR GARAGE DOOR OPENER. 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO A550GIATED TENANTS PANEL. VERIFY LOGATIONS NITH GENERAL GONTRACTOR, 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT 5NITGH AS FOLLONS, AND GONNEGT TO RESPECTIVE TENANT PANEL. 5EE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -H 30A/2PC3OAF. = 3/4"G - 2410, 1#I06NI). 15. CONNECT TO RESPECTIVE UNIT PANEL. PROVIDE= SMOKE DETECTOR AND COMBINATION SMOKE/CAPBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 CHOSEN ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 5NITGHE5 OVER COUNTER .......... 48" TO GL NALL OUTLETS OVER COUNTER ....... 46" TO GL REMAINING 5NITGHE5 ............. 48" TO GL NALL OUTLETS ..................12"TO GL BATH VANITY BRACKET OUTLET �'2 (I" ABOVE TOP OF MIRROR) ...... 60" TO GP HATER SOFTENER AND SUMP OUTLETS 48" TO GL TELEPHONE OUTLETS ........ ...... 12"TO GL TELEV1510N OUTLETS .... .......... 12"TO GL EXTERIOR GFI OUTLETS .............12" TO GL GARAGE GFI (ABOVE GARAGE FLOOR) 46" TO GL BASEMENT NALL OUTLETS .......... 46"TO GL FRONT DOOR COACH LIGHT ......... 12" TO GL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... b4" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE .....OF FIXTURE %" TO BTM FOYER AND STAIRNAY FIXTURE ...... OF FIXTURE THERM05-FAT ................... 54"TO GL DOORBELL CHIMES ............... 64" TO GL LEVEL N/ DOORBELL BUTTON ........... DR HANDLE KITCHEN HOOD FAN "WHIP" .......... 66" TO GL KITCHEN NALL HUNG MIGRONAVE CV M OUTLET ...................... 16"TO GL KITCHEN 1)15HNA5HER RECEPTACLE ... UNDER SINK KITCHEN RANGE .................. 24" TO CL KITCHEN REFRIGERATOR ...........60" TO GL NASHER/DRYER OUTLET ............ 46"TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" C ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS HITHIN A DWELLING UNIT SHALL 8E INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEA5'1' 4" FROM 51DEHALL IN GEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON NALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTEGTED BRANCH CIRCUITS SMALL BE COMBINATION 'TYPE ARG -FAULT CIRCUIT INTERRUPTERS PL=R NEC 20013 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE L15TED TAMPER-RB15TANT RECEPTACLES PER NEC 2006 406-11 REQUIREMENTS. 6.5NITGH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD GONDITIONS. 1. ADDITIONAL ELEGTRIGAL OUTLETS (5NITGHE5, RECEPTACLES, FLOOR OUTLETS, GEILING FAN OUTLETS, REGE55ED CANS, PENDANT' LIGHTS, UNDERGABINET LIGHTS, ETC) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. 6. PHONE AND 'TV OUTLETS AS INCLUDED ON THE DRAHINGS SHOULD BE CONSIDERED AS GENERAL. ACTUAL OUTLET QUANTITIES AND LOCATIONS PER EACH UNIT SHALL BE SPEGIFIED BY THE BUILDER. �UILID) c SANFORD 0 N rn 0 LO Q h a W Z) U) U) www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - RIGHT wZv' Z� O tlJ1j L N �7 —1 CV M CV CSS �Ls 6 V) = C z LO C gym= o 'w F 2 > Z W W J NCc0 o� L) �L)a www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - RIGHT O N �7 —1 CV M CV CSS � (D V) = O LO C www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J 14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - RIGHT --T OPT. GL6 E/ PROVIDE ADEWATE PREWIRE Lanai - \ I r GOAGH main LIGHT Electrical 2' 4' 8' pm I/4" = I' -O" AT 2204 I/8" = 1'-0" AT IIxH GOAGH LIGHT Z� I I I I I I 1 I I I I I I I I I L_---- Jpper Floor 9ectrical Plar O 2' 4' 8' 1/4" = I' -O" AT 2204 I/8" = 1'-0" AT Ilxl- ELECTRICAL KEY f 8 SINGLE POLE OUTLET 46" TO GL DUPLEX CONVENIENCE OUTLET TO GL DUPLEX OUTLET ABOVE COUNTER P:4 Hp WEATHERPROOF DUPLEX OUTLET r-C`GFI GROUND -FAULT GIRGUIT-INTERRUPTER 80" TO GL' DUPLEX OUTLET 48" TO GL HALF-5WITGHED DUPLEX OUTLET GL (INSTALL UP51DE DOWN) ® SPECIAL PURPOSE OUTLET/JUNGTION BOX 12" TO GL DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET rjD OVERHFAD DUPLEX -12" -f0 GL WALL 5WIT6H 3 THREE-WAY SWITCH �-4 FOUR-WAY 5WITGH f R RHE05TAT 5WITGH DM DIMMER 5WITGH QQ REINFORCED JUNCTION BOX OF FIXTURE GEILING MOUNTED INCANDESCENT LIGHT FIXTURE 54"TO GL WALL MOUNTED INCANDESCENT £34" TO GL LIGHT FIXTURE - RECESSED INCANDESCENT LIGHT FIXTURE HANDLE REGE55ED ADJUSTABLE EYEBALL 66" TO GL INCANDESCENT LIGHT FIXTURE A} INCANDESCENT LIGHT FIXTURE �" PG WITH PULL CHAIN UNDER SINK ��LT WWY LIGHT -'-' FLUORESCENT LIGHT FIXTURE 60" TO GL , FLUORE56ENT LIGHT FIXTURE GL WITH PULL CHAIN fE� TRACK LIGHT LIGHT BAR VANITY TO BE RAISED 4" EXHAUST FAN (VENT 'f0 EXTERIOR) EXHAUST FAN/LIGHT COMBINATION _ (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) cH CHIMES �UPB PUSHBUTTON SHITGFI SOD SMOKE DETECTOR Ho HEAT DETECTOR coo GO DETECTOR ® CARBON MONOXIDE DETECTOR Co.SD AND SMOKE DETECTOR OT THERMOSTAT O SPEAKER PH TELEPHONE H COMPUTER CI TELEVISION ELECTRIC METER J ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTERS (CFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING GODE5. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -820 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH GIRGUIT PER CODE. 4. ELECTRICAL CONTRAGTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GUTOFF5. 5. HVAG CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. I. 5WITGHE5 AND CIRCUITS FOR OPTIONAL ELECTRICAL NOT SHOHN, COORDINATE LOCATIONS WITH BUILDER. S. NO DISPOSAL W/ SEPTIC SYSTEM. q, CONNECT SMOKE DETECTOR AHEAD OF ALL 5HITGHIN6 AND 6FI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE L16HTING FIXTURE OR PADDLE FAN. II. PROVIDE FLUSH MOUNTED WALL 5WITGH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT -12" AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PREWIRE FOR GARAGE DOOR OPENER, 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO A550GIATEU TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL CONTRACTOR. 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT SNITGH AS FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -N 30A/2P/30AF. = 3/4"G - 2#10, 10I06ND 15. CONNECT TO RE5PEGTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR. AND COMBINATION SMOKE/GARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 CHOSEN ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 5WITGHE5 OVER COUNTER .......... 48" TO GL WALL OUTLETS OVER COUNTER ....... 46" TO GL REMAINING 5WITGHE5 .............48" TO GL WALL OUTLETS .................. 12"'TO GL BATH VANITY BRACKET OUTLET 'TOP Lff (I" ABOVE OF MIRROR) ...... 80" TO GL' WATER SOFTENER AND SUMP OUTLETS 48" TO GL TELEPHONE OUTLETS ..............12"TO GL TELEVISION OUTLETS .............. 12" TO GL EXTERIOR GFI OUTLETS ............. 12" TO GL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL BASEMENT WALL OUTLETS .......... 46" TO GL FRONT DOOR COACH LIGHT ......... -12" -f0 GL GARAGE DOOR 60AGH LIGHT, (ABOVE GARAGE FLOOR) ....... 64" -TO GL O C7 64" TO BTM DINING AND BREAKFAST FIXTURE .....OF FIXTURE C�1 qb" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE THERM05TAT ................... 54"TO GL DOORBELL CHIMES ............... £34" TO GL =:3 LEVEL H/ DOORBELL BUTTON ...............DR HANDLE KITCHEN HOOD FAN "WHIP" .......... 66" TO GL KITCHEN WALL HUNG MIGRONAVE OUTLET ....................... 16"TO GL KITCHEN DI5HHA5HER RECEPTACLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL KITGHEN REFRIGERATOR ........... 60" TO GL , HA5HER/DRYER OUTLET ..........,.48"TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS To SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER, AND ALL DOORS TO BATHROOMS. AL50 MUST BE MOUNTED AT LEAST 4" FROM 51DEHALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM GEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEG 200£3 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEG 200b 21052 SHALL BE LISTED TAMPER-RESISTANT REGEPTA6LE5 PER NEG 2000 406 -II REQUIREMENTS. 6. 5HITGH AND REGEPrAGLE LOGATION5 MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. -I. ADDITIONAL ELECTRICAL OUTLETS (5HI fCHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, REGE55ED CANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. i3. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWING -5 SHOULD BE CONSIDERED AS GENERAL. ACTUAL OUTLET QUANTITIES AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. SANFORD O�A�Rl'cA�`l It Lff T O �U �Gw Lm O C7 a Qt C�1 N =:3 I� - Ua �~ c) M r- C_-) C J CSV CV co yob w K CD 0 b3 O Uj WJ n k' Q !r d t1) SS s ti W s U) < 4 0 U) Lm Lff Lm O C7 C�1 N =:3 I� - Ua �~ C� r- C_-) C J CSV CV co CO 0 b3 O LO n www.bsbdesigri.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT ELECTRICAL KEY [E)- SINGLE POLE OUTLET Ij�Dc DUPLEX CONVENIENCE OUTLET �cl�: DUPLEX OUTLET ABOVE COUNTER �G TGIF WEATHERPROOF DUPLEX OUTLET 30A/2P [(:):(,FI GROUND -FAULT GIRGUIT-INTERRUPTER N -3R DUPLEX OUTLET ELECT. [ICEHALF-SWITGHED DUPLEX OUTLET /4\ METER (INSTALL UPSIDE DOWN) WP/6F1 G9 SPECIAL PURP05E OUTLET/JUNGTION BOX r---------- ---- -- -------------------- -a DUPLEX OUTLET IN FLOOR — — — — — 220V Lana i i OVERHEAD VOLT OUTLET I ECT. � Porch I ®D OVERHEAD DUPLEX P I I WALL SWITGI i OPT. GL6 FAN \ - i 3 THREE-WAY 5WITGH PROVIDE ADEQUATE SUPPORT 1 I �'4 FOUR-WAY 5WITGH PREWIRE NP/61"I WP/CSI RHE05TAT SWITCH DIMMER 5WITGH rEE 31 REINFORCED JUNCTION BOX _ CEILING MOUNTED INCANDESCENT —.--------� LIGHT FIXTURE WALL MOUNTED INCANDESCENT i5 • LIGHT FIXTURE PIN �Family�� I, \ ITIREGE55ED INGANDE5GENT LIGHT FIXTURE REGE55ED ADJUSTABLE EYEBALL c I ' FAN W/ INGANDE5GENT LIGHT FIXTURE I I V U �te LIQ � � I � _(�. INCANDESCENT LIGHT FIXTURE FAN LIC7H� YPG WITH PULL CHAIN ® I 11 \ I I I ® as F0TF WY LIGHT PROVIDE ADEQUATE 5UPPORT ' \ \ PREWIRE / - F --- I�RO�VIDE ADEQUATE SUPPORT L<___ >J FLUORESCENT LIGHT FIXTURE PREWIRE I I 0 � I ED�FLUORE5GENT LIGHT FIXTURE / . �I' 1 . I � . r • --.. � .I i � I WITH PULL CHAIN TRACK LIGHT � LIGHT BAR / -- --- - — — -- — — EXHAUST FAN (VENT TO EXTERIOR) _ ( _ EXHAUST FAN/LIGHT COMBINATION (VENT TO 30A/2P ---- -- EXHAUST FAN WI HEAT LAMP m N -I _ i (VENT TO EXTERIOR) m ' Cal e ---- --- / / cH GHIME5 • \ i r • _"", ..� . , � . _ __ __ I__ � I �OPB PU5HBU770N 5WITGH I_ii SMOKE DETEGTOR IREIS • . f - IIl �/ / Ho HEAT DETECTOR GO DETEGTOR DQE GAR13ON MONOXIDE DETECTOR Ify I Oco.so AND SMOKE DETECTOR • 6NITE nw&� I QT THERMOSTAT I Laundr o SPEAKER (5F1I 7� . o PH TELEPHONE I I W COMPUTER - --- --- -- I i L_-= - - a ------ TELEVISION CSI o00 61`I �—U (------- � i o - ELEGTRIG METER W. I.C. i \• I I r� ELEGTRIG PANEL 220VI Kitchen ` 6 '; j ___77V. i ! ! - -- -_I CEILING FAN (PROVIDE ADEQUATE SUPPORT) . _ I OV DEDIGATED ; 5EGURITY VENT HOOD I CEILING FAN WITH INGANDE56ENT �l I OUTLET LIGHT FIXTURE J ------- - "--------- (PROVIDE ADEQUATE SUPPORT) m ------— 2 —Y \ -----�F - Pantr _ / I / ©-------- GFI 1 1 -Car Gara e th 2 � O.E. - -- g -•-•� �--.-- --_ FAN W Tj p over � l � P 0H WP/GFI Porch i \ A Km��MORG � 1 I ELECT. PANEL IRRIGATION r_\— - --- — — —-—5y5TEM r I I3�) I I GFI I � FIRE\5PRINKLER PUMP HIRE BELL. +ION' A.F.F. ` 4 INSTALL PER \ t ANUFAGTURE'5 5PN. U 2' 4' 8' 1/4" 1'-0" AT 2204 I/8" = 1'-0" AT IIxH A\ I I I I I I i m Jppehr Floor -lectrmical Plar D 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = I' -O" AT HAI ELECTRICAL NOTES: I• PROVIDE AND INSTALL LOCALLY GERTIFIED SMOKE 1)E'TECTOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTERS (CFI) AS REQUIRED BY NATIONAL ELEGTRIG CODE (NEG) AND MEETING THE REGUIREMENT5 OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -820 -AMPERE BRANCH GIRGUIT5 SUPPLYING OUTLET5 INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GU70FF5, 5. HVAC CONTRACTOR TO VERIFY THERM05TAT LOCATIONS. 6. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT (I.E. FURNACES, AIG UNI75, ELECTRICAL PANELS, SANITARY SUMP PI 15, DRAIN TILE SUMP, AND WATER HEATERS) ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS. 7. 5WITGHE5 AND GIRGUIT5 FOR OPTIONAL ELEGTRIGAL NOT 5HOWN, COORDINATE LOGATION5 WITH BUILDER. 8. NO DISPOSAL W/ SEPTIC 5Y57EM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5WITGHIN6 AND GFI DEVIGE5. MAINTAIN 36" GLEARANGE FROM HVAG SUPPLY 6RILLE5. TIE ALL DETEGTOR5 TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETEGTOR5 IN THAT UNIT TO SOUND. 10, PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE FLUSH MOUNTED WALL 5WITGH TO SERVE AS AIR HANDLING UNIT 015GONNEGTIN67 MEANS. MOUNT AT 12" AFF. SEE MANUFAGTURER5 RECOMMENDATION PRIOR TO ROUGH - IN. GONNEGT COMPLETELY. 12. PREWIRE FOR GARAGE DOOR OPENER. 13, PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. GONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOGATION5 WITH GENERAL CONTRACTOR. 14. CONUEN51NO UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT 5WITGH A5 FOLLOW5, AND CONNECT TO RE5PEGTIVE TENANT PANEL, SEE MANUFACTURER REGOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE, HP -W 30A/2P/30AF. = 3/4"G - 2#10, I#IOGNO. 15. GONNEGT TO RE5PEGTIVE UNIT PANEL. PROVIDE SMOKE DETEGTOR AND COMBINATION 5MOKE/6ARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 GH05EN ELEGTRIGAL DEVIGE5: ABOVE FINISHED FLOOR: 5WITGHE5 OVER COUNTER .......... 48" TO GL WALL OUTLETS OVER COUNTER ....... GOAGH ' ` ' _ GOAGH L16HT LIGHT U 2' 4' 8' 1/4" 1'-0" AT 2204 I/8" = 1'-0" AT IIxH A\ I I I I I I i m Jppehr Floor -lectrmical Plar D 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = I' -O" AT HAI ELECTRICAL NOTES: I• PROVIDE AND INSTALL LOCALLY GERTIFIED SMOKE 1)E'TECTOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTERS (CFI) AS REQUIRED BY NATIONAL ELEGTRIG CODE (NEG) AND MEETING THE REGUIREMENT5 OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -820 -AMPERE BRANCH GIRGUIT5 SUPPLYING OUTLET5 INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GU70FF5, 5. HVAC CONTRACTOR TO VERIFY THERM05TAT LOCATIONS. 6. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT (I.E. FURNACES, AIG UNI75, ELECTRICAL PANELS, SANITARY SUMP PI 15, DRAIN TILE SUMP, AND WATER HEATERS) ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS. 7. 5WITGHE5 AND GIRGUIT5 FOR OPTIONAL ELEGTRIGAL NOT 5HOWN, COORDINATE LOGATION5 WITH BUILDER. 8. NO DISPOSAL W/ SEPTIC 5Y57EM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5WITGHIN6 AND GFI DEVIGE5. MAINTAIN 36" GLEARANGE FROM HVAG SUPPLY 6RILLE5. TIE ALL DETEGTOR5 TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETEGTOR5 IN THAT UNIT TO SOUND. 10, PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE FLUSH MOUNTED WALL 5WITGH TO SERVE AS AIR HANDLING UNIT 015GONNEGTIN67 MEANS. MOUNT AT 12" AFF. SEE MANUFAGTURER5 RECOMMENDATION PRIOR TO ROUGH - IN. GONNEGT COMPLETELY. 12. PREWIRE FOR GARAGE DOOR OPENER. 13, PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. GONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOGATION5 WITH GENERAL CONTRACTOR. 14. CONUEN51NO UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT 5WITGH A5 FOLLOW5, AND CONNECT TO RE5PEGTIVE TENANT PANEL, SEE MANUFACTURER REGOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE, HP -W 30A/2P/30AF. = 3/4"G - 2#10, I#IOGNO. 15. GONNEGT TO RE5PEGTIVE UNIT PANEL. PROVIDE SMOKE DETEGTOR AND COMBINATION 5MOKE/6ARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 GH05EN ELEGTRIGAL DEVIGE5: ABOVE FINISHED FLOOR: 5WITGHE5 OVER COUNTER .......... 48" TO GL WALL OUTLETS OVER COUNTER ....... 48" TO GL REMAINING 5WITGHE5 ............. 48" TO GL WALL OUTLETS .................. 12"TO GL BATH VANITY BRAGKET OUTLET 2 (I" ABOVE TOP OF MIRROR) ...... 60" TO CL' WATER SOFTENER AND SUMP OUTLETS 48" TO GL TELEPHONE OUTLETS .............. 12"TO GL TELEVISION OUTLETS .............. 12" 70 GL EXTERIOR GFI OUTLETS ............. 12" TO GL GARAGE GFI (ABOVE GARAGE FLOOR) 48" 70 GL BASEMENT WALL OUTLETS ........... 48" TO GL FRONT DOOR COACH LIGHT ......... -12" TO GL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" 70 BTM DINING AND BREAKFAST FIXTURE .....OF FIXTURE q6" TO BTM FOYER AND 5TAIRWAY FIXTURE ......OF FIXTURE THERM05TAT ................... 54"TO GL DOORBELL CHIMES ............... 84" TO GL LEVEL W/ DOORBELL BUTTON ...............DR HANDLE KITCHEN HOOD FAN "WHIP" .......... 66" TO GL KITGHEN WALL HUNG MICROWAVE C) OUTLET ................... ... 16"TO GL KITGHEN D15HWA5HER RECEPTACLE ... UNDER SINK KITGHEN RANGE .................. 24"TO GL KITGHEN REFRIGERATOR ........... 60" TO GL WA5HER/DRYER OUTLET ............48"70 GL GL = CENTER LINE � Lj-- I = FIELD VERIFY 2 = MA5TER BATH 5TANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM GAU5E5 THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. AL50 MUST BE MOUNTED AT LEAST 4" FROM 51DENALL IN GEILING OR TOP TO BE BETWEEN 4" AND 12" FROM GEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTECTED BRANCH GIRGUIT5 SHALL BE COMBINATION -TYPE ARG -FAULT CIRCUIT INTERRUPI-ER5 PER NEG 2008 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT REGEPTAGLE OUTLEf5 SPECIFIED IN NEG 200D 210.52 SHALL BE LISTED TAMPER-RE515TANT REGEPTAGLE5 PER NEG 200b 406 -II REQUIREMENTS. 6.5WIT611 AND RECEPTACLE LOCATIONS MAY VARY 51-IGIITLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS, 1. ADDITIONAL ELEGTRIGAL OUTLETS (5WITGHE5, REGEP TAGLE5, FLOOR OUTLETS, GEILING FAN OUTLETS, REGE55ED GAN5, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. 8, PHONE AND TV OUTLETS A5 INCLUDED ON THE DRAWIN65 SHOULD BE CONSIDERED A5 GENERAL. ACTUAL OUTLET QUANTITIES AND LOGATION5 PER EAGH UNIT SHALL BE SPECIFIED BY THE BUILDER. �UILGq SANFono d wzW T o Z�w Lm AOft C� � CV a �?o Lm AdEfth, q) C) O N � CV C�7 co z m � Lj-- � �� 70 O M �(U�J LU 7 � o W J < QIz �. '•� 11') ui N i U ❑ LU �Ja W c) - B S Bh DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION REDWOOD - RI611T #16-765,1 #15-772 2 1 Lm AOft C� CV Lm AdEfth, q) LO O N � CV C�7 co s � Lj-- � =3 70 O M O L0 B S Bh DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION REDWOOD - RI611T #16-765,1 #15-772 2 1 — — — — — — -- anai--- OPT. GLG FAN E ADEQUATE SUPPORT PREHIRE O 2' 4' b' 1/4" = 1'-0" AT 2204 I/£3" = 1'-0" AT HAI -------------------------------� I I I ELECTRICAL KEY I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETEGTOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODE5 2. PROVIDE AND IN57ALL GROUND FAULT GIRGUIT-INTERRUPTER5 (CFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODE5. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN5TALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A L15TED ARG -FAULT CIRCUIT INTERRUPTER, GOM13INATION TYPE 70 PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/6UTOFF5. 5. HVAG CONTRACTOR TO VERIFY THERM05TAT LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EOUIPMENT (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, 5ANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE 70 FIELD CONDITIONS. 1. 5WITGHE5 AND GIRGUIT5 FOR OPTIONAL ELECTRICAL NOT 5HOHN, COORDINATE LOGATION5 WITH BUILDER. 8. NO DISPOSAL W/ 5EPTIG SYSTEM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5HITGHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAG SUPPLY GRILLES. TIE ALL DETEGTOR5 TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL GAU5E ALL DETECTORS IN THAT UNIT TO SOUND. 10, PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE L16FITING FIXTURE OR PADDLE FAN, IL PROVIDE FLUSH MOUNTED WALL 5WITGH 70 SERVE AS AIR HANDLING UNIT D15GONNECTING MEANS. MOUNT AT 12" AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PREWIRE FOR GARAGE DOOR OPENER. 13, PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL GONTRAGTOR. 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R 015GONNEGT 5WITGH A5 FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -H 3OA/2P/30AF. = 3/4"G - 2#10, 14106ND. 15, GONNEGT TO RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION 5MOKE/GARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 CHOSEN ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SINGLE POLE OUTLET 48" TO GL DUPLEX CONVENIENCE OUTLET 48" TO GL DUPLEX OUTLET ABOVE COUNTER 110 -HP WEATHERPROOF DUPLEX OUTLET i7 6FI GROUND -FAULT GIRGUIT-INTERRUPTER DUPLEX OUTLET 80" TO C HALF -SWITCHED DUPLEX OUTLET 48" TO GL (INSTALL UP51DE DOWN) ® SPECIAL PURP05E OUTLET/JUNCTION BOX �a DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ®D OVERHEAD DUPLEX 48"TO GL WALL 5WITGH �-3 THREE-WAY 5WITGH �'4 FOUR-WAY 5WITGH R RHEOSTAT 5WITGH DM DIMMER 5WITGH OF FIXTURE REINFORCED JUNCTION BOX q6" TO BTM CEILING MOUNTED INCANDESCENT OF FIXTURE LIGHT FIXTURE 54"TO GL WALL MOUNTED INCANDESCENT TO GL LIGHT FIXTURE LEVEL H/ REGE55ED INCANDESCENT LIGHT FIXTURE HANDLE REGE55ED ADJUSTABLE EYEBALL TO GL INCANDESCENT LIGHT FIXTURE r LO INCANDESCENT L16HT FIXTURE pC WITH PULL CHAIN UNDER 51NK WRYWY LIGHT L FLUORESCENT L16HT FIXTURE 60" TO GL FLUORE5GENT L16HT FIXTURE 48"TO GL WITH PULL CHAIN ` TRACK LIGHT LIGHT BAR ®. EXHAUST FAN (VENT TO EXTERIOR) VIE _Lf EXHAUST FAN/L16HT COMBINATION (VENT 70 EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) cr1 GHIME5 �OPg PUSHBUTTON 5WITGH sD SMOKE DETECTOR HD HEAT DETECTOR co GO DETECTOR ® CARBON MONOXIDE DETECTOR co.sD AND SMOKE DETECTOR THERM05TAT W SPEAKER PH TELEPHONE H COMPUTER Q TELEVISION ELEGTRIG METER ELEGTRIG PANEL CEILING FAN (PRO`,/IDE ADEQUATE SUPPORT) GEILIN6 FAN HITH INCANDESCENT L16HT FIXTURE F., QLL (PROVIDE ADEQUATE SUPPORT) I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETEGTOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODE5 2. PROVIDE AND IN57ALL GROUND FAULT GIRGUIT-INTERRUPTER5 (CFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODE5. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN5TALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A L15TED ARG -FAULT CIRCUIT INTERRUPTER, GOM13INATION TYPE 70 PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/6UTOFF5. 5. HVAG CONTRACTOR TO VERIFY THERM05TAT LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EOUIPMENT (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, 5ANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE 70 FIELD CONDITIONS. 1. 5WITGHE5 AND GIRGUIT5 FOR OPTIONAL ELECTRICAL NOT 5HOHN, COORDINATE LOGATION5 WITH BUILDER. 8. NO DISPOSAL W/ 5EPTIG SYSTEM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5HITGHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAG SUPPLY GRILLES. TIE ALL DETEGTOR5 TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL GAU5E ALL DETECTORS IN THAT UNIT TO SOUND. 10, PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE L16FITING FIXTURE OR PADDLE FAN, IL PROVIDE FLUSH MOUNTED WALL 5WITGH 70 SERVE AS AIR HANDLING UNIT D15GONNECTING MEANS. MOUNT AT 12" AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PREWIRE FOR GARAGE DOOR OPENER. 13, PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL GONTRAGTOR. 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R 015GONNEGT 5WITGH A5 FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -H 3OA/2P/30AF. = 3/4"G - 2#10, 14106ND. 15, GONNEGT TO RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION 5MOKE/GARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 CHOSEN ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 5WITGHE5 OVER COUNTER .......... 48" TO GL HALL OUTLETS OVER COUNTER ....... 48" TO GL REMAINING 5WITGHE5 ............. 48" TO GL WALL OUTLETS ................ ..12"TO GL BATH VANITY BRACKET OUTLET (I" ABOVE 70P OF MIRROR) ...... 80" TO C HATER SOFTENER AND SUMP OUTLETS 48" TO GL TELEPHONE OUTLETS .............. 12"TO GL TELEVISION OUTLETS .............. 12" TO GL EXTERIOR GF1 OUTLETS ............. 12" TO GL GARAGE 6FI (ABOVE GARAGE FLOOR) 48" TO GL BASEMENT HALL OUTLETS .......... 48"TO GL FRONT DOOR COACH LIGHT .........12" 70 GL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE ..... OF FIXTURE q6" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE THERMOSTAT ................... 54"TO GL DOORBELL CHIMES ...............84" TO GL LEVEL H/ DOORBELL BUTTON ...............OR HANDLE KITCHEN HOOD FAN "WHIP" ..........66" TO GL KITCHEN WALL HUNG MIGROWAVE r LO OUTLET ......................16" TO GL KITCHEN DI5HNA5HER RECEPTACLE ... UNDER 51NK KITCHEN RANGE .................. 24"TO GL KITCHEN REFRIGERATOR ........... 60" TO GL WA5HER/DRYER OUTLET ............ 48"TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL. ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM GAU5E5 THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3, ALL SMOKE ALARMS TO BE 3' FROM SUPPLY RE615TER AND ALL DOORS TO BATHROOMS. AL50 MUST BE MOUNTED AT LEAST 4" FROM 51DENALL IN GEILIN6 OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-6FGI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEC, 2008 210-128 REQUIREMENTS. 5. ALL DWELLIN6 UNIT RECEPTACLE OUTLETS SPECIFIED IN NEG 2008 210.52 SHALL BE LISTED TAMPER-RE515TANT REGEPTAGLE5 PER NEC 2008 406-11 REQUIREMENTS. 6.5WITGH AND REGEPTAGLE LOGATION5 MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 1. ADDITIONAL ELEGTRIGAL OUTLETS (5WITGHE5, REGEPTAGLE5, FLOOR OUTLETS, GEILIN6 FAN OUTLETS, REGE55ED CANS, PENDANT L16HT5, UNDERGABINE7 LIGH75, ETC) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. D. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWINGS SHOULD BE GONSIDERED A5 GENERAL. ACTUAL OUTLET QUANTITIE5 AND LOGATION5 PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. gulLO/,1/C Traditional ANFo,? n � IWO E"w Lm O = L 04 CV (D CV 0) � r � �c�3v r LO O O --� C I CF) C V CO 0.p Y C) cn _j Ll f� C� =m z r M 0 = o— W ~ "Z w- w F., QLL W 0 �V= a m ( www.bsbdesign,corn 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION BIRGH - LEFT Lot 73 Birch - Plan 1332 IWO Lm Lm O CV (D CV � r � (D r LO O O --� C I CF) C V CO C9 _j Ll f� C� r M LO r = o— www.bsbdesign,corn 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION BIRGH - LEFT Lot 73 Birch - Plan 1332 ---------- L a -n -a- i ------ F� GLG FAN PROVIDE ADEQUATE PREWIRE 0 2' 4' £3' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIX11 ,_----'-------r----- -- I I I I I I Electrical 2' 4' ..,., 8 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT HAI ELECTRICAL KEY 6 SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET ELEGTRIGAL DEVIGE5: ABOVE FINISHED FLOOR: DUPLEX OUTLET ABOVE COUNTER �Np WEATHERPROOF DUPLEX OUTLET [JO`61`I GROUND -FAULT GIRGUIT-INTERRUPTER 48" TO GL DUPLEX OUTLET REMAINING 5NITGHE5 ............. HALF -SNITCHED DUPLEX OUTLET COMPUTER (INSTALL UP51DE DOWN) 12" TO GL SPECIAL PURPOSE OUTLET/JUNCTION BOX BATH VANITY BRACKET OUTLET DUPLEX OUTLET IN FLOOR 220\1 220 VOLT OUTLET 80" TO GL' OVERHEAD DUPLEX - WALL 5NITGH 3 THREE-WAY 5WITGH �-4 FOUR-WAY 5NITGH �_ R RHEOSTAT 5NITGH f DM DIMMER 5WITGH REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE REGE55ED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INGANDE5GENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN EffiRWWY 1-16HT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT LIGHT BAR EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT GOMBINA-TION (VENT TO EXTERIOR) EXHAUST FAN NITH HEAT LAMP (VENT TO EXTERIOR) CHIMES PUSHBUTTON 5NITGH I• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELEGTRIG CODE (NEG) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -820 -AMPERE BRANCH GIRGUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A 1_15TED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GUTOFF5. 5. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 6. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT (I.E. FURNACES, AIC, UNITS, ELEGTRIGAL PANELS, SANITARY SUMP PITS, DRAIN 'TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 1 5NITGHE5 AND CIRCUITS FOR OPTIONAL ELEGTRIGAL NOT SHOWN, GOORDINATE LOCATIONS WITH BUILDER. 8. NO 0I5P05AL W/ SEPTIC SYSTEM. 9, CONNECT SMOKE DETECTOR AHEAD OF ALL 5NITGHIN6 AND 6FI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS T06ETHER 50 THAT AN ALARM IN ANY DETECTOR HILL CAUSE ALL DETEGTOR5 IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE ELU%l MOUNTED WALL 5NITGH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 12" AFF. SEE MANUFAGTURER5 RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PREHIRE FOR GARAGE DOOR OPENER. 13, PROVIDE KELE55 PULLGHAIN FIXTURE AND 12O\/ OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO A550GIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL GONTRAGTOR. 14, GONDEN51N6 UNIT CONNECTION. PROVIDE NEMA 3R 015GONNEGT 5NITGH AS FOLLON5, AND GONNEGT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -N 30A/2P/30AF. = 3/4"G - 2#10, 1#106ND. SMOKE DETECTOR 15. CONNECT TO RESPECTIVE UNIT PANEL. HEAT DETEGTOR PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/GARBON MONOXIDE DETECTOR IF GO DETECTOR OPTIONAL BEDROOM 15 GH05EN GARBON MONOXIDE DETECTOR AND SMOKE DETECTOR ELEGTRIGAL DEVIGE5: ABOVE FINISHED FLOOR: TFIERM05TAT 5NITGHE5 OVER COUNTER .......... 48" TO GL SPEAKER NALL OUTLETS OVER COUNTER ....... 48" TO GL TELEPHONE REMAINING 5NITGHE5 ............. 48" TO GL COMPUTER NALL OUTLETS .................. 12" TO GL TELEVISION BATH VANITY BRACKET OUTLET 12 Q (I" ABOVE TOP OF MIRROR) ...... 80" TO GL' ELECTRIC METER NATER SOFTENER AND SUMP OUTLETS 48" TO GL ELEGTRIG PANEL TELEPHONE OUTLETS .............. 12"TO GL L J TELEV15ION OUTLETS .............. 12" TO GL CEILING FAN EXTERIOR GFI OUTLETS ............. 12" TO GL (PROVIDE ADEQUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL C'4 BASEMENT NALL OUTLETS .......... 48" TO GL CEILING FAN NITH INCANDESCENT FRONT DOOR GOAGH LIGHT ......... 72" TO GL LI6HT FIXTURE (PROVIDE ADEQUATE SUPPORT) GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) .......84" TO GL O O O 64" TO BTM DINING AND BREAKFAST FIXTURE ..... OF FIXTURE — X16" TO BTM co FOYER AND 5TAIRNAY FIXTURE ...... OF FIXTURE J L— THERM05TAT ................... 54"TO GL DOORBELL CHIMES ............... 84" TO GL boa z LEVEL W/ z DOORBELL BUTTON ...............DR HANDLE KITCHEN HOOD FAN "NHIP............ 66" TO GL r KITCHEN NALL HUNG MIGRONAVE R DU OUTLET ............ .... ...... .16"TO GL KITCHEN 1)15HNA5HER REGEPTAGLE ... UNDER SINK KITCHEN RANGE .................. 24" TO GL KITCHEN REFRIGERATOR ........... 60" TO GL 9 NA5HER/DRYER OUTLET ............ 46"TO GL GL = GENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERGONNEGTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED NITH BATTERY BACKUP, 5. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. AL50 MUST BE MOUNTED AT LEAST 4" FROM 510ENALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON NALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTEGTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210-12B REQUIREMENT5. 5. ALL DNELLING UNIT RECEPTACLE OUTLETS 5PEGIFIED IN NEC, 2008 210.52 SHALL BE LISTED TAMPER-RE515-FANT REGEPTAGLES PER NEC 2008 406-11 REQUIREMENTS. 6. 5NITGH AND REGEPTAGLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 1. ADDITIONAL ELEGTRIGAL OUTLETS (5NITGHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, REGE55ED CANS, PENDANT LIGHTS, UNDERCABINET LIGHTS, ETC) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. 8. PHONE AND TV OUTLETS A5 INCLUDED ON THE DRAWINGS SHOULD BE GON51PEREP A5 GENERAL. ACTUAL OUTLET QUANTITIE5 AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. rimuladitional Elevation�vILp�NC sAINFo�� � 7 6 a> 7 Y Ad Aft Mr Aff-M VIP w L N Q L J 04 CV C'4 O - I -- U) r� . a k`oo O O O N — M co 0 C0 J L— CG boa z 7 z (n r R DU O ui 9 s y z w was f, — — O , SSW W 10 V1 _I • U) - W wa? SEs www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION E31RGH - RIGHT Lot 74 Birch - Plan 1332 Ad Aft Mr Aff-M VIP O O CV C'4 I -- U) C1� � O O N — M co C— J L— CG � O 7 (n r 0 www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION E31RGH - RIGHT Lot 74 Birch - Plan 1332 ------- lanai---- --IF ----- I / OPT. GL6 FAN \ . PROVIDE ADEQUATE 4PORT NP/6FI PREWIRE GOAGH 1 ' GOAGF1 LIGHT LIGHT Kaumam Fl. Am& r I I I I I I ----------ro 1 I I I I I I I I I I I I I ------------------------- Upper Floor Electrical 0 2' 4' 8' I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIA -1 ELECTRICAL KEY ELaECTRICAL, NOTES: I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETEGTOF5 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING TME REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTER5 (CFI) A5 REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPE=RE BRANCH GIRGUfl5 SUPPLYING OUTLETS INSTALLED IN DNELLIN6 UNIT LIVING AREAS 5FIALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE 'TO PROVIDE PROTECTION OF THE ENTIRE BRANGH CIRCUIT PER CODE. 4. ELECTRICAL CONTRAGFOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GUTOFF5. 5. HVAC GONTRAGTOR TO VERIFY THERMOSTAT LOCATIONS. 6, ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNAGES, AIG UNIT5, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATER5) ARE 5UBJEGT "TO RELOCATION DUE TO FIELD CONDITIONS. 1. 5WITGHE5 AND GIR6UIT5 FOR OPTIONAL ELECTRICAL NOT 5HONN, COORDINATE LOGATION5 WITH BUILDER. 0. NO DISPOSAL W/ SEPTIC SYSTEM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5WITGHIN6 AND 6F1 DEVICES. MAIN -FAIN 36" GLEARANGE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL GAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE FLU50 MOUNTED WALL SNITCH TO SERVE A5 AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 12" AFF. SEE MANUFAGTURER5 RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT GOMPLETELY. 12. PRENIRE FOR GARAGE DOOR OPENER. 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC AGGE55. GONNEGT TO A550GIATED TENANTS PANEL, VERIFY LOGATION5 WITH GENERAL CONTRACTOR. 14, CONDENSING UNIT GONNEGNON. PROVIDE NEMA 3R DISCONNECT 5WITGH AS FOLLOWS, AND CONNECT TO RE5PEGTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -W 30A/2P130AF. = 3/4"G - 2#10, I#IOGND. 15. CONNECT TO RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION 5MOKE/CARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 GH05EN ELECTRICAL DEVICES: ABOVE FIN15HED FLOOR: 5WITGHE5 OVER COUNTER ........ . . SINGLE POLE OUTLET WALL OUTLETS OVER COUNTER ....... DUPLEX CONVENIENCE OUTLET REMAINING 5NITGHE5 ............. DUPLEX OUTLET ABOVE COUNTER INP WEATHERPROOF DUPLEX OUTLET �C--�OFI GROUND -FAULT GIRGUIT-INTERRUPTER (I" ABOVE TOP OF MIRROR) ...... DUPLEX OUTLET pa HALF -SNITCHED DUPLEX OUTLET TELEPHONE OUTLETS .............. (INSTALL UPSIDE DONN) TELEVISION OUTLETS .............. SPEGIAL PURPOSE OUTLET/JUNGI'ION BOX 4n: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET �D OVERHEAD DUPLEX FRONT DOOR 60AGH LIGHT .........12" HALL 5WITGH [ --3 THREE-WAY 5WITGH �_`[ FOUR-WAY SNITCH R RHEOSTAT 5WITGH DM DIMMER 5WITGH Q REINFORCED JUNCTION BOX FOYER AND STAIRWAY FIXTURE ...... CEILING MOUNTED INGANDE56ENT THERMOSTAT ...................54"TO LIGHT FIXTURE DOORBELL GHIME5 ...............64" WALL MOUNTED INCANDESCENT 1` LIGHT FIXTURE -y- REGE55ED INCANDESCENT LIGHT FIXTURE KITCHEN HOOD FAN "WHIP" ..........66" RECESSED ADJUSTABLE EYEBALL KITCHEN WALL HUNG MIGROWAVE INGANDE56ENT LIGHT FIXTURE OUTLET ......................16" INCANDESCENT LIGHT FIXTURE PG WITH PULL CHAIN HO �� WWY LIGHT KITCHEN REFRIGERATOR ...........60" FLUORESCENT LIGHT FIXTURE WASHER/DRYER OUTLETT ............ FLUORESCENT L16HT FIXTURE NITFI PULL GHAIN Lj Lj TRACK LIGHT S� LIGHT BAR ® EXHAU5T FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) wiv EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) cH GHIME5 �EPB PUSHBUTTON 5WITGH s� SMOKE DETECTOR HD HEAT DETECTOR co GO DETEGTOR ® GARBON MONOXIDE DETECTOR co.so AND SMOKE DETECTOR Q) THERMOSTAT �s SPEAKER PH TELEPHONE H COMPUTER Q TELEV15ION ELEGTRIG METER cam� ELECTRIC PANEL CEILING FAN (PROVIDE ADEQUATE SUPPORT) GEILIN6 FAN WITH IN6ANDE56ENT LIGHT FIXTURE Q (PROVIDE ADEQUATE SUPPORT) ELaECTRICAL, NOTES: I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETEGTOF5 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING TME REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTER5 (CFI) A5 REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPE=RE BRANCH GIRGUfl5 SUPPLYING OUTLETS INSTALLED IN DNELLIN6 UNIT LIVING AREAS 5FIALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE 'TO PROVIDE PROTECTION OF THE ENTIRE BRANGH CIRCUIT PER CODE. 4. ELECTRICAL CONTRAGFOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GUTOFF5. 5. HVAC GONTRAGTOR TO VERIFY THERMOSTAT LOCATIONS. 6, ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNAGES, AIG UNIT5, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATER5) ARE 5UBJEGT "TO RELOCATION DUE TO FIELD CONDITIONS. 1. 5WITGHE5 AND GIR6UIT5 FOR OPTIONAL ELECTRICAL NOT 5HONN, COORDINATE LOGATION5 WITH BUILDER. 0. NO DISPOSAL W/ SEPTIC SYSTEM. q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5WITGHIN6 AND 6F1 DEVICES. MAIN -FAIN 36" GLEARANGE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL GAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE FLU50 MOUNTED WALL SNITCH TO SERVE A5 AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 12" AFF. SEE MANUFAGTURER5 RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT GOMPLETELY. 12. PRENIRE FOR GARAGE DOOR OPENER. 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC AGGE55. GONNEGT TO A550GIATED TENANTS PANEL, VERIFY LOGATION5 WITH GENERAL CONTRACTOR. 14, CONDENSING UNIT GONNEGNON. PROVIDE NEMA 3R DISCONNECT 5WITGH AS FOLLOWS, AND CONNECT TO RE5PEGTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -W 30A/2P130AF. = 3/4"G - 2#10, I#IOGND. 15. CONNECT TO RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION 5MOKE/CARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 GH05EN ELECTRICAL DEVICES: ABOVE FIN15HED FLOOR: 5WITGHE5 OVER COUNTER ........ . . 46" TO GL WALL OUTLETS OVER COUNTER ....... 46" TO GL REMAINING 5NITGHE5 ............. 48" TO GL WALL OUTLETS .................. 12"TO GL BATH VANITY BRAGKET OUTLET d'2 (I" ABOVE TOP OF MIRROR) ...... 60" TO NATER 50FTENER AND SUMP OUTLETS 46" TO GL TELEPHONE OUTLETS .............. 12"TO GL TELEVISION OUTLETS .............. 12" TO GL EXTERIOR 6FI OUTLETS ............. 12" TO GL GARAGE GFI (ABOVE GARAGE FLOOR) 46" TO GL BASEMENT WALL OUTLETS .......... 46" TO GL FRONT DOOR 60AGH LIGHT .........12" TO GL GARAGE DOOR 60AGH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL o 64" TO BTM DINING AND BREAKFAST FIXTURE ..... OF FIXTURE C1611 TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE THERMOSTAT ...................54"TO GL DOORBELL GHIME5 ...............64" TO GL 1` LEVEL W/ DOORBELL BUTTON ...............OR HANDLE KITCHEN HOOD FAN "WHIP" ..........66" TO GL KITCHEN WALL HUNG MIGROWAVE o OUTLET ......................16" TO GL KITCHEN DI5HWA5HER REGEPTAGLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL KITCHEN REFRIGERATOR ...........60" 'IO GL WASHER/DRYER OUTLETT ............ 48" TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERGONNEGTED 50 THAT OPERATION OF ANY SMOKE ALARM GAU5E5 THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED KITH BATTERY BAGKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM 51PENALL IN CEILING OR TOP TO BE BETNEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTECTED BRANGH GIRGUIT5 SHALL BE COMBINATION TYPE ARG -FAULT GIRGUIT INTERRUPTERS PER NEG 2008 210-125 REQUIREMENT5. 5. ALL DWELLING UNIT REGEPTAGLE OUTLETS SPECIFIED IN NEG 2006 210.52 SHALL BE LISTED TAMPER-RES15TANT RECEPTACLES PER NEG 2006 406-11 REQUIREMENTS. 6.5WITGH AND REGEPTAGLE LOGATION5 MAY VARY SLIGFIFLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 1. ADDITIONAL ELECTRICAL OUTLETS (5NITGHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, REGE55ED GANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. 8. PHONE AND TV OUTLET5 A5 INCLUDED ON THE DRAWINGS SHOULD BE CONSIDERED A5 GENERAL. ACTUAL OUTLET QUANTITIES AND LOGATION5 PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. C: Ar Ar% w?w O 01 O O o CV (D CV 0. ev�o L 1` U) o CD (Z) c� __j CN C CN co z Lj Lj r` S� © U) C1� }� J{ m® � r C_ 0L LI.I<� � Z F- W WJ"I Q � LU U) o•o1,6 jU C: Ar Ar% O O CV (D CV 1` U) CU -r LO (Z) c� __j CN C CN co C— Lj Lj r` © U) C1� }� m® � r C_ 0L OBS B DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 75 Traditional Eleevation � Redwood =P1an194 N F em U n mm Imm 4w, �_'t U,7� 3OA/2P N -3R ELECT. /-0 METER ------- Lariai----------- PANEL-'-(> / OPT. GLCG FAN PROVIDE ADEQUATE SU ORT WP/GFI PREWIRE H �} \ OPTS LIGHT / PROVIDE ADEQUATE SUPPORT/ / PREWIRE - ----m \ 30A/2P ---- --- N -I m ---- --- Cafe i i ;GFI � \ GFI 6H&6F1� GFI Pantry ELEGT. PANEL Kitchen IIOV DEDIGATT . _ VENT HOOD GFI 1 -Car Garage IRRIGATION GFI I / 4/ FIRE SPRINKLER PUMP FIRE BZI_L +100" A.F.q. - �- - IN5TALL PER I /--.--6FT J - F4 ,■ RIM Fo WP/GFI / i Porch tyANUFAGTURE'5 5PEC�. Z / GFI tj / GOAGH ~ ' — ' r GOAGH ■ LIGHTMain LIGHT Floor O 2' 4' 8' 1/4" = 1'-0" AT 2204 Ilb" = I'-0" AT llxl7 I ---------- I I I I I I I I I I I I I I I Upper Floor Electrical 2' 4' 8' 1/4" = 1'-0" AT 22x34 Ilb" = 1'-0" AT I1x1-1 ELECTRICAL KEY I$ SINGLE POLE OUTLET WALL OUTLETS OVER COUNTER ....... DUPLEX GONVENIENGE OUTLET REMAINING 5WIT6HE5 ............. DUPLEX OUTLET ABOVE COUNTER [0:Np WEATHERPROOF DUPLEX OUTLET T-b`6FI GROUND -FAULT GIRGUIT-INTERRUPTER (1" ABOVE TOP OF MIRROR)...... DUPLEX OUTLET WATER SOFTENER AND SUMP OUTLETS HALF-SNITGHED DUPLEX OUTLET TELEPHONE OUTLETS .............. (INSTALL UPSIDE DOWN) TELEV1510N OUTLETS ..............12" SPECIAL PURP05E OUTLET/JUNCTION BOX -91: DUPLEX OUTLET IN FLOOR PgE220V 220 VOLT OUTLET BASEMENT WALL OUTLETS .......... OVERHEAD DUPLEX FRONT DOOR GOAGH LIGHT' ......... WALL 5WITGH �3 THREE-WAY SWITCH �4 FOUR-WAY 5WITGH R RHEOSTAT 5WITGH `fr DM DIMMER 5WITGH U REINFORCED JUNCTION BOX FOYER AND 5TAIRWAY FIXTURE ...... GEILING MOUNTED INGANDE5GENT _ LIGHT FIXTURE DOORBELL CHIMES ............... WALL MOUNTED INCANDESCENT KY LIGFIT FIXTURE 1,11 RECESSED INCANDESCENT LIGHT FIXTURE FIR REGE55ED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE -0-pc, INCANDESCENT LIGHT FIXTURE OUTLET ..... . ........ . ..... WITH PULL CHAIN KITCHEN DI5HWA5HER REGEPTAGLE ... �f Fi 41MY LIGHT KITCHEN RANGE .................. FLUORESCENT LIGHT FIXTURE KITCHEN REFRIGERATOR ........... FLUORESCENT LIGHT FIXTURE WASHER/DRYER OUTLET ............4b"TO WITH PULL CHAIN +� TRACK LIGHT I = FIELD VERIFY LIGFIT BAR C,D EXHAUST FAN (VENT TO EXTERIOR) C:) EXH/AU5'I' FAN/LIGH F COMBINATION Z3 (VENT TO EXTERIOR) O OW EXHAUST FAN NITH HEAT LAMP (VENT TO EXTERIOR) cH CHIMES �ep8 PU5HBUTTON SWITCH (s) SMOKE DETECTOR tiD HEAT DETECTOR co GO DETECTOR O®co.SD CARBON MONOXIDE DETECTOR AND SMOKE DETECTOR (f) THERMOSTAT 0 SPEAKER PH TELEPHONE H COMPUTER ❑1v TELEVISION 0 ELECTRIC METER t=- ELECTRIC PANEL W GEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN KITH INCANDESCENT LIGHT FIXTURE r (PROVIDE ADEQUATE 5UPPORr) ELECTRICAL NOTES: L PROVIDE AND INSTALL LOCALLY GERTIFIED SMOKE DETEGTOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION A55OGIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTER5 (GFI) A5 REQUIRED BY NATIONAL ELEGTRIG CODE (NEG) AND MEETING THE REQUIREMENT5 OF ALL 6OVERNIN6 GODE5. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS 5UPPLYIN6 OUTLETS INSTALLED IN DWELLING UNIT LIVING AREA5 SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL GON fRAGTOR TO PROVIDE REQUIRED DIR.EGT H00K-UP5/GUTOFF5. 5. HVAC GONTRACTOR TO VERIFY THERMOSTAT LOGATION5. 6. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT (I,E. FURNAGE5, AIG UNIr5, ELEGTRIGAL PANELS, SANITARY SUMP PIT5, DRAIN TILE SUMP, AND WATER HEATERS) ARE 5UBJE6'T TO RELOCATION DUE TO FIELD CONDITIONS. -1. SNITGHES AND CIRCUITS FOR OPTIONAL ELEGTRIGAL NOT SHONN, COORDINATE LOCATIONS WITH BUILDER. b. NO DISPOSAL 4^I/ 5EPTIC SYSTEM. 9. GONNEGT SMOKE DETECTOR AHEAD OF ALL 5NITGHING AND GFI DEVIGE5. MAINTAIN 36" GLEARANGE FROM HVAG SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX KITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE FLUSH MOUNTED NALL 5NITGH TO SERVE AS AIR HANDLING UNIT DISGONNEGTING MEANS. MOUNT AT V' AFF. 5EE MANUFAGTURER5 RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PREWIRE FOR GARAGE DOOR OPENER, 13. PROVIDE KELE55 FULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC AGGE55. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL GON]RAGTOR. 14. GONDEN5ING UNIT CONNECTION, PROVIDE NEMA 3R 015GONNEGT 5WITGH AS FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFAG URER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -N 3OA/2P/30AF. = 3/4"G - 2010, 1#I06ND. 15. GONNEG'r 'T0 RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION 5MOKE/GARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 61105EN ELEGTRIGAL DEVICES: ABOVE FINISHED FLOOR: 5NITCHE5 OVER COUNTER .......... 4b" TO GL WALL OUTLETS OVER COUNTER ....... 4b" TO GL REMAINING 5WIT6HE5 ............. 4b" TO GL NALL OUTLETS ..................12 TO GL BATH VANITY BRAGKET OUTLET ' (1" ABOVE TOP OF MIRROR)...... b0" TO CL2 WATER SOFTENER AND SUMP OUTLETS 4b" TO GL TELEPHONE OUTLETS .............. 12"'TO GL TELEV1510N OUTLETS ..............12" TO GL EXTERIOR GFI OUTLETS .............12" TO GL GARAGE GFI (ABOVE GARAGE FLOOR) 4b" TO GL BASEMENT WALL OUTLETS .......... 4b" TO GL FRONT DOOR GOAGH LIGHT' ......... 712" TO GL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" TO BTM DINING AND BREAKFAST FIX URE .....OF FIXTURE %,, TO BTM FOYER AND 5TAIRWAY FIXTURE ...... OF FIXTURE THERM05rAT ................... 54"TO GL DOORBELL CHIMES ............... b4" TO GL LEVEL W/ DOORBELL BUTTON ...............OR HANDLE KITCHEN HOOD FAN "NHIP............ 66" TO GL KITCHEN NALL HUNG MIGRONAVE O OUTLET ..... . ........ . ..... 16" TO GL KITCHEN DI5HWA5HER REGEPTAGLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL KITCHEN REFRIGERATOR ........... 60" TO GL WASHER/DRYER OUTLET ............4b"TO CL GL = CENTER LINE IL-- I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" C:) ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS NITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 TFIA'r OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS 'r0 SOUND. 2. ALL SMOKE ALARMS 51IALL BE EQUIPPED KITH BATTERY BAGKUR 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY RE6I5TER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM 51DENALL IN CEILING OR 'TOP TO BE BETNEEN 4" AND 12" FROM GEILING ON WALL MOUNTED. 4, ALL BREAKERS SERVING INTERIOR OF DWELLING UNII' NON-GFGI PROTEGTED BRANCH CIRCUITS SHALL BE GOMBINATION 'TYPE ARG -FAULT GIRGUIT INTERRUPTER5 PER NEC 200b 210-12D REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 200b 21052 SHALL BE LISTED TAMPER-RE515TANT RECEPTACLES PER NEG 200b 406 -II REQUIREMENTS. 6.5WITGH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. -I. ADDITIONAL ELEGTRIGAL OUTLETS (5NIT61IE5, REGEPTAGLE5, FLOOR OUTLETS, GEILING FAN OUTLETS, RECESSED CANS, PENDANT LIGHTS, UNDERCABINET LIGHTS, ETC.) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. D. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWINGS SHOULD BE CONSIDERED AS GENERAL. ACTUAL OUTLET QUANTITIES AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. 0"_ Traditional hievatiol RT Lm - Ask 11111110 U) CD Lm Lm tea% 0) CV 0 0 O LO ao z O C0 J N � �O IL-- C:) Z3 O OW (j) Fm �E o— 2 Iii 7 V w"Z_ F_ W _Z W J cCLu 1f1 v ti U Na ❑ O a� (A F<�� €o Lm - Ask 11111110 U) Lm Lm Q O CV ,o o J N � �O IL-- C:) Z3 (j) Fm �E o— a BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION REDWOOD - LEFT GOAGH LIGHT I I ! ELEGT. Ii METER l i GOAGFI LIGI-II GOAGH LIGHT Main Electrical Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT HAI I Upper Floor Electrical. O 2' 4' a' in 1 1/4" = 1'-0" AT 2204 I/6" = 1'-0" AT IIxI_1 ELECTRICAL KEY I & SINGLE POLE OUTLET [a DUPLEX CONVENIENCE OUTLET pa DUPLEX OUTLET ABOVE COUNTER �Np NEATHERPROOF DUPLEX OUTLET GFI GROUND -FAULT GIRGUIT-INTERRUPTER o DUPLEX OUTLET b0" TO GL' HALF -SNITCHED DUPLEX OUTLET 48" TO GL (INSTALL UP51DE DONN) ® SPECIAL PURPOSE OUTLET/JUNGTION BOX :U DUPLEX OUTLET IN FLOOR � 220V 220 VOLT OUTLET ® OVERHEAT) DUPLEX ��- NALL 5NITGH 12" TO GL TTIREE-NAY 5NITGH �-4 FOUR -NAY SNITCH R RHEOSTAT 5NITGH UM DIMMER 5NII-CH FIXTURE REINFORCED JUNCTION BOX iib" TO BTM GEILING MOUNTED INCANDESCENT OF FIXTURE LIGHT FIXTURE 54" 1-0 CL NALL MOUNTED INCANDESCENT K YY LIGHT FIXTURE LEVEL W/ REGE55ED INGANDE5GENT LIGHT FIXTURE PIN RECESSED ADJUSTABLE EYEBALL TO GL INCANDE5GENT LIGHT FIXTURE -0-p6 INCANDESCENT LIGHT FIXTURE Ib"TO GL NITH PULL CHAIN h9 ArOMLTY LIGHT -` FLUORESCENT LIGHT FIXTURE 60" TO GL FLUORE56ENT LIGHT FIXTURE 48"TO GL NITH PULL CHAIN owl s TRACK LIGHT o LIGHT BAR (� EXHAUST FAN (VENT "TO EXTERIOR) VAU EXHAUST FAN/LIGHT GOMBINATION (VENT TO EXTERIOR) EXHAUST FAN NITTi HEAT LAMP (VENT TO EXTERIOR) cH CHIMES �OP13 PU5HBUTTON 5NITGH sD SMOKE DETECTOR HD HEAT DETECTOR coo GO DETECTOR OcosD GARBON MONOXIDE DETECTOR AND SMOKE DETECTOR LU THERMOSTAT Qs SPEAKER PH TELEPHONE GOMPUTER iv -I ELEV15ION ELECTRIC METER l� ELECTRIC PANEL GEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INCANDESCENT LIGHT FIXTURE i (PROVIDE ADEQUATE 5UPPORI) ELECTRICAL NOTES: L PROVIDE AND INSTALL LOCALLY CERTIFIED 5MOKF DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENT5 OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUITINTERRUPTERS (CFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -$20 -AMPERE BRANCH GIR6UIT5 5UPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A L15TED ARG -FAULT GIRGUIT INTERRUPTER, GOME31NATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH GIRGUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/CUT0FF5. 5. HVAC CONTRACTOR TO VERIFY -THERMOSTAT LOCATIONS. 6. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PIT5, DRAIN TILE SUMP, AND NATER HEATERS) ARE 5UL3JEGT TO RELOCATION DUE TO FIELD CONDITIONS. -1. 5NITGHE5 AND GIRGUIT5 FOR OPTIONAL ELECTRICAL NOT 5HONN, COORDINATE LOCATIONS NITI"I BUILDER. b. NO DISPOSAL N/ SEPTIC SYSTEM. H. CONNECT SMOKE DETECTOR AHEAD OF ALL 5NITGHIN6 AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX NITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. II. PROVIDE FLUSH MOUNTED NALL 5WITGII TO SERVE AS AIR HANDLING UNIT D15GONNEGTING MEANS. MOUNT AT -12" AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12. PRENIRE FOR GARAGE DOOR OPENER. 13. PROVIDE KELE55 PULLCHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS NITH GENERAL CONTRACTOR. 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT 5NIT6H AS FoLLOW5, AND GONNEGT TO RESPEGIIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HF -H 30A/2P/30AF. = 3/4"G - 2010, I#IOGND. 15. GONNECr TO RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/GARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 CHO5EN ELECTRICAL DEVIGES: ABOVE FINISHED FLOOR: 5NITGHE5 OVER COUNTER .......... 48" "TO GL NALL OUTLETS OVER COUNTER ....... 48" "TO GL REMAINING 5NITGHE5 ............. 48" "TO GL NALL OUTLETS .................. 12"TO GL BATH VANITY BRACKET OUTLET o (I" ABOVE TOP OF MIRROR) ...... b0" TO GL' WATER 50FTENER AND SUMP OUTLETS 48" TO GL "TELEPHONE OUTLETS .............. 12"'To GL TELEVISION OUTLETS .............. 12" TO GL EXTERIOR GFI OUTLETS .............12" TO GL GARAGE GFI (ABOVE GARAGE FLOOR) 4b" TO GL BASEMENT WALL OUTLETS .......... 48"TO GL FRONT DOOR COACH LIGHT ......... 12" TO GL GARA<5E DOOR COACH LIGITT, � N (ABOVE GARAGE FLOOR) ....... b4" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE .....OF FIXTURE CD ci � iib" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE THERMOSTAT" ................... 54" 1-0 CL DOORBELL CHIMES ............... b4" TO GL �- LEVEL W/ DOORBELL BUTTON ............... DR HANDLE KITCHEN HOOD FAN "WHIP" ..........66" TO GL KITCHEN WALL HUNG MIGRONAVE LO o OUTLET ....................... Ib"TO GL KITCHEN 0I5HNA5HER RECEPTACLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL KITCHEN REFRIGERATOR ........... 60" TO GL HASHER/DRYER OUTLET ............ 48"TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE PA15EU 4" ADDITIONAL ELEGTKIGAL NOTES: I. ALL SMOKE ALARMS NITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY 5MOKE ALARM GAU5E5 THE ALARM IN ALL SMOKE ALARMS 10 SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. AL50 MUST BE MOUNTED AT LEAST 4" FROM SIDENALL IN GEILING OR TOP TO BE BETNEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DNELLING UNIT NON-GFGI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS 5PEGIFIED IN NEG 2008 210.52 SHALL BE LISTED TAMPER-RESISTANT REGEPTACLE5 PER NEG 2008 406-11 REQUIREMENT5. 6.5NITGH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 1. ADDITIONAL ELECTRICAL OUTLETS (5NITGHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, RECESSED CANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETG) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. b. PHONE AND TV OUTLETS AS INCLUDED ON THE DRANING5 SHOULD BE CONSIDERED AS GENERAL, ACTUAL OUTLET OUANTI TIES AND LOCATIONS PER EACH UNIT SHALL BE 5PEGIFIED BY THE BUILDER. SANFORD �t 10 Aft www o Lm CD CD N � N CD �j 5-- Lo CD ci � I N N CO LL I� �- Ca 0.p L LO o W LO H v - 0 owl s DF_51GN �G F > j?io LU ui pro (n www (n www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 77 Willow - Plan 2059 ,` SW7651-' # 77 2a 10 Aft Lm CD CD N � N �j 5-- Lo CD ci � I N N CO LL I� �- Ca U) O [MEN LO a - owl s DF_51GN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 77 Willow - Plan 2059 ,` SW7651-' # 77 2a