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610, 614, 618, 622, 626, 630 Merry Brook Cir (a)
GENERAL NOTES SYMBOLS BIRCH - PLAN 1332 - ALTERNATE MAIN FLOOR 824 UPPER FLOOR ciq8 SLUTOTAL SHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX, GENERAL PORCH 68 LANAI 102 I. To the best of the architects' knowledge these construction documents are in conformance with the requirements of the building authorities having OTAL ELEVATION KEY OR 5EGTION KEY 5HELF ABOVE 0 e WATER GLOSET DOUBLE SINK NOTES, SYMBOLS & ABBREVIATIONS urisdiction over this type, of construction and occu anc . � yP P y SHEET NUMBER =Z N L� L� u u � SOFFIT ABOVE ELEVATION - TRADITIONAL 2. It is the Intent of the architect to delineate these documents as accurate Hyo 0 o A1.1 B-6 BUILDING SLAB PLAN as possible for the purpose of graphic representation. Do not "5cale" 4� DETAIL NUMBER OR SECTION KEY 0 DIMENSIONAL LUMBER (SIZE) NB/5HO} ER 51NGLE 51NK U A1.1 UW -R SLAB PLAN - WILLOW - LOT 64 these documents. The dimensions shown are to take precedence over Z ��U scaling the documents. The general contractor shall take full re5pon5ibllity O SHEET NUMBER Al. l UR -R SLAB PLAN -REDWOOD -LOT 65 for any Incorrect work and any repair of sold work as a result of scaling the documents. BLOGKIN6 SIZE) WASHER KJ A1.1 UB -L A1.1 UB -R SLAB PLAN - BIRCH - LOT 66 SLAB PLAN - BIRCH - LOT 67 - .�. All work per formed by the general contractor, shall comply and conform with ANGLE � ROUGH SAWN WOOD SHOWER UVio Al. 1 UR -L - SLAB PLAN REDWOOD - LOT 68 local and State building Godes, ordinances and regulations, along with all other authorities having jurisdiction. -The general contractor i5 re5pon5ibie to be aware of these requirements and regulations. -4O G NOTE NUMB PLYWOOD / \ DRYER A1.1 UW -L SLAB PLAN - WILLOW - LOT 69 governing INSULATED SHEATHINGER_A2.1 ul B-6 BUILDING MAIN FLOOR PLAN 4. The general contractor shall thoroughly review and become familiar with r� ✓� LAVATORY A2.213-6 BUILDING UPPER FLOOR PLAN these documents. Upon review, the general contractor shall document and Z1 REVISION NUMBER (DELTA) BATT INSULATION (n U MEDIGINE GABINET A2.1 UW -R FLOOR PLANS - WILLOW - LOT 64 notify the architect of any errors, omis5lon5, di5GrepanGIe5 and / or incon5istencie5 prior to the start of any portion of the proposed work. The A RIGID INSULATION (7jPEDESTAL SINK A2.1 UR -R FLOOR PLANS - REDWOOD - LOT 65 architect 5holl review the propo5ed Gorrection5 after, the receipt of 5HEET NUMBER �E`o A2.1 UB -L FLOOR PLANS - BIRCH - A - LOT 66 notification. 'The di5covery of di5creponcie5 and / or conflicts after the D I B REFRI6EPftTOR A2.1 UB -R FLOOR PLANS BIRCH Al LOT 67 start of work shall be the full re5pon5ibility Of the general contractor to -I 2X4 WOOD STUD PARTITION O A2.1 UR -L - - - FLOOR PLANS -REDWOOD -LOT 68 repair or replace. G ELEVATION LETTER 2X6 WOOD 5TUD PARTITION G oVEN/GooKTOP A2.1 UW -L FLOOR PLANS - WILLOW - LOT 69 5. The general contractor shall be responsible for the correction Of any 11011711 18I D I EARTH A3.1 B-6 BUILDING FRONT & REAR ELEVATIONS error5, omissions, discrepancle5 and / or inconsistencies which have not been 2X8 WOOD STUD PARTITION A3.213-6 BUILDING SIDE ELEVATIONS brought to the architects' attention. SAND OR GRAVEL FILL A3.1 UW -R WILLOW ELEVATIONS - LOT 64 (q. The general contractor shall accept the premises as is, in its current state. GONGRETE BLOCK A3.1 UR -R REDWOOD ELEVATIONS - LOT 65 The owner shall assume no re5pon5ibility for the condition of the existing ® BRICKA3.1 GONGRETE UB -L BIRCH - A ELEVATIONS - LOT 66 Site, and its contents, at the time of bidding Or thereafter. A3.1 UB -R BIRCH - Al ELEVATIONS - LOT 67 1. The general contractor shall field verify all existing site Gondition5, alongPeriod5 with dimensions, prior to the start of any portion Of the work. All findings, BSB ABBREVIATIONS only used on one word abbreviations, 15 a different word by Itself; e,g. ARCH., BIT., if the abbreviation and LAM. A3.1 UR -L A3.1 UW REDWOOD ELEVATIONS - LOT 68 WILLOW ELEVATIONS discrepancies and concerns shall be brought to the owner5' attention in eriods are usually used when Pg abbreviatinmultiple words, unless they -L - LOT 69 written format. are very common without periods; e.g. AFF, HVAC, R/A, and WWF. F, PANTRY A3.313-6 BUILDING ROOF PLAN a. The general contractor Shall be responsible for all work and materials A.B. A ABV ANGHORSOLT ADOVE F FA5 FA.U. FASTENER) FORGED AIR UNIT PAR P PBD. PARALLEL PARTICLE BOARD represented on these documents including the work and materials furnished A/c AIR CONDITIONING F.B. FACE BRIGK PG. GONG. PREGA5T CONCRETE by 5ubcontroctor5 and vendors. AcG ACCESS F.B.O. FURNI5HED BY OTHERS PE. PORCELAIN ENAMEL A5.1 UW -R INTERIOR ELEVATIONS - WILLOW - LOT 64 AG.T. AFF ACOUSTICAL TILE (GLC) ABOVE FIN15H FLOOR F.D. F.E. FLOOR DRAIN FIRE EXTINOU15HER PED PERI PEDESTAL (SINK) PERIMETER A5.1 UR -R INTERIOR ELEVATIONS - REDWOOD - LOT 65 q. Deviations from these documents in the con5truction phase shall be A.D. AREA DRAIN F.F. FINISH FLOOR (LINE) PKC, PARKING A5.1 UB -L INTERIOR ELEVATIONS -BIRCH -LOT 66 reviewed the architect and the owner riot to the Start of work in P ADD ADH ADDENDUM ADHESIVE F.G. FGL FIXED 6LA55 FIBERGLASS PL P.LAM. PLATE (HEIGHT) PLASTIC LAMINATE A5.1 UB -R INTERIOR ELEVATIONS -BIRCH -LOT 67 question. Any deviations from these document5 without prior review, shall be APJ ADJUSTABLE FIN FINISH PLA5 PLASTER the 5ole responsibility Of the general contractor. AGO AGGREGATE FLG FLASHING PW PANEL I A5.1 UR -L INTERIOR ELEVATIONS - REDWOOD - LOT 68 A.H.U. AIR HANDLING UNIT FLR FLOOR(ING) PNT PAINT(ED) ALT ALTERNATE FLUR FLUORESCENT (LIGHT) PR PAIR (OF) A5.1 UW -L INTERIOR ELEVATIONS - WILLOW - LOT 69 10. It 15 the sole responsibility of the general contractor to determine erection ALUM ALUMINUM FN FENCE PREFAB PREFABRIGATED procedure., means and methods and 5e UenGe Of GOn5tr'UCtion. P q A.P. ACCESS PANEL FNP FOUNDATION P5F POUND PER 5aUARE FOOT A5.2UW-R SECTIONS - WILLOW - LOT 64 ARCH ARGHI EGTT((URAL) TE FP FIRE PROOF p LI. NF,-, PER 5GIUARE INCH PARALLEL STRAND LUMBER A5.2UR-R SECTIONS - REDWOOD - LOT 65 Il. The general contractor IS res on5ible to produce and Com I with an g P P P y A5PH ASPHALT FPHB FREEZE PROOF H05E BIBS PTN PARTITION A5.2UB-L SECTIONS - BIRCH - LOT 66 approved Gon5truction 5chedule acceptable to the owner5 expectations. A.T. AUTO. ASPHALT TILE AUTOMATIC FPL FR FIREPLACE FRAME(P)(1146) P.T. PV PRE55URE TREATED (WOOD) PAVE(D) OR PAVING AVG AVERAGE F5 FULL 51ZE PVC, POLYVINYL CHLORIDE (PIPE) A5.2UB-R SECTIONS -BIRCH -LOT 67 12. The owner shall furnish any and all reports received from the geotechnical AWNG AWNING FTG FOOTING PVMT PAVEMENT A5.2UR-L SECTIONS - REDWOOD - LOT 68 engineer (soil reports), on the 5tudy of the proposed site, to the architect, 1336 36" WIDE BASE GAB. FUR FURREP(IN6) PWD PLYWOOD A5.2UW-L SECTIONS - WILLOW - LOT 69 L Structural engineer and general contractor. In the event the eotechnical g g BP BF BOARD G GA GAUGE BOARD Q.T. QUARRY TILE reports do not exist, the soil condition shall be assumed to be a minimum BIT. BI -FOLD (DOOR) BITUMINOUS G.B. O.C. GYPSUM (WALL) GENERAL CONTRACTORp R R15ER (ON 5TAIR5) C design soil pressure stated by the structural engineer of record for the BLK6 BLOCKING GD GRAPE OR GRAPIN6 R R/A RETURN AIR ELECTRICAL ur o5e of structural deli General contractor shall assure the 5DI1 P design. g ' BLDG BLK BUILDING BLOCK (GMUS) G.D.O. HI GARAGE DOOR OPENER GROUND FAULT INTERRUPTER R.B. RUBBER BASE conditions meet or exceed this criteria BLBM BEAMKING GLASS BLLOCK M RBL RADIU5 RUBBLE E2.1 UW -R ELECTRICAL PLANS - WILLOW - LOT 64 6L.BK. R.D. ROOF DRAIN 13. Shop drawing review and di5tr•ibution, along With product 5Ubmittal5, B.M. BP BENCH MARK 6I-PA55 (DOOR) 6.1. GT GALVANIZED IRON GROUT REF OR RE�FO REQUIREp TOR E2.1 UR -R ELECTRICAL PLANS -REDWOOD -LOT 65 requested in the construction document,,, 5hall be the sole responsibility of BR6 BEARING RES RESILIENT E2.1 UB -L ELECTRICAL PLANS - BIRCH - A - LOT 66 theeneral contractor, unle55 directed otherwi5e under a se arate g P BRK B.S. BRICK BOTH SIDES H 42"H HB 42" HIGH (HALL) H05E BIBSREINF REV REVISION(% PEVI5EP REINFORGED(ING) E21 UB -R ELECTRICAL PLANS - BIRCH - A - LOT 67 agreement. B5MT BASEMENT H.G. HOLLOW GORE RF6 ROOFING BTM OR BOT BOTTOM HD HEAD OR HARD R.J.B. REINFORCED JMGTION BOX E2.1 UR -L ELECTRICAL PLANS - REDWOOD - LOT 68 14. The architect shall not accept, Or review any request for shop drawing BTWN BVL BETWEEN BEVELED H.D. HDR HEAT DETECTOR OR HEAVY DUTY HEADER RL6 RAILING E2.1 UW -L ELECTRICAL PLANS - WILLOW - LOT 69 review and / or stamp without the review and stamp of the general B.W. BOTH WAY5 HPW HARPWARE REM RM RANGE W/ MICROWAVE ROOM contractor Clearly 5hOWn on the document5. CAB G ABINET H6T H.M. HEIGHT HOLLOW METAL R.O. R.O.W. ROUGH OPENING RIGHT OF WAY G.B. GEM GATGH BASIN GEMENT HORZ HORIZONTALDETAILS R/5 OR RE5 ROD AND SHELF(5) 15. The arae Shall be Separated from the residence and its attic area b garage P y HR HOUR D1.1 STAIR DETAILS not less than 1/2" gypsum board applied to the garage side. (In accordance GER GF CERAMIC GUB1G FOOT H5 HORIZONTAL SUPER S 5CH 5GHEPU ORE (DOOR) 21.2 WALL DETAILS (FIBERGLASS SHINGLES) with Section 8302.6 of the 2014 FBG -Residential) G.F.D. CEILING FIXTURE OUTLET HTC, HEATING 5D DETECTOR SMOKEON CRAM G.I. CHAMFER CAST IRON HVAC HWP HEATIN6/VENTILATIN6/AIR GOND. HARPWOOP (FLOORS) 16. A garage beneath habitable rooms shall be separated by not less than G.I.P. GONG. I GA5T-IN-PLA6E GONG.GIR S.F. SFbL. 5QUARE FEET SAFETY GLA55 5/8", Type X gypsum board. (In accordance with Section 8302.6 of the GIRL GIRGLE GIRGUMFERFNGE ' 0. LD. IRONINGARD DIME R 5.0.0. SLIDING GLA55 DOOR FBG-Re5identlal) G.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SH 5HT SINGLE HUNG SHELF(VING) (DRAWING) SHEEEE T GK 6ALK(I146) GAULK(IN6) I.M. INSULATED METAL SHTHG SHEATHING GL CLOSET OR CENTER LINE INS OR IN5UL IN5ULATEO(TION) SIM SIMILAR GLG GLR CEILING GLEAR(ANGE) INT INTERIOR 5KL SKYLIGHT GLS CLOSURE OR CLOSER (DOOR) J5T JOIST (FLOOR OR ROOF) 5L 5NT SIDELIGHT OR SLEEVE SEALANT GM GENTIMETER(5) {, JT JOINT SPG SPACER CMU CONCRETE MA50NRY UNIT SPEC, 5PEGIFIGATION5 G.O. CASED OPENING KP KNOGKPOWN (CEILING) 51ST. (AUDIO) 55 GOL COMB COLUMN COMBINATION KIT KD KITCHEN KNOCKOUT 5T. 572 STEEL STAINLESS STEELL STANDARD GONG GOND CONCRETE (AG) CONDENSER KPL K/5 KIGKPLATE (ON DOOR) KNEE SPACE STC, OR 5T STORAGE CONST CONT CONSTRUCTION CONTINUOUS LAM. LAMINATE(P) 'TLL 5 STEEL STRUCTURAL GONTR CONTRACTOR L LAV LAVATORY (SINK) 0 55 MARE 5U5PEN DHALL GORR CORRUGATED L.B.O. LOCATION BY OTHERS 5.W SHEAR GPR GOPPER LIV LIVING G OR GPT GR5 CARPET COUR5E(5) L.L. LIVE LOAD T TREAD (AT 5TAIR5) OR TILE 65MT CASEMENT L.P. L5L LAMINATED PLASTIC LAMINATED STRAND LUMBER T.B. TBD. TOWEL BAR TO BE DETERMINED G.5T. CAST STONE LT LIGHT TG TERRA GOTTA G.T. CERAMIC, TILE L.T. LAUNDRY TUB T.G.J. TROWELED CONTROL JOINT GTR GY CENTER OR COUNTER CUBIC YARD LTL LINTEL TEMP. TEMPERED (GLA55) L.V. LOW VOLTAGE TEG TONGUE E GROOVE ® 12"D 12" DEEP LVL LVR LAMINATED VENEER LUMBER LOUVER TEL THK TELEPHONE THR P DBL DRYER, OR DRAIN DOUBLE M METER(5) THR THRESHOLD DECO DECORATIVE MAX MAXIMUM T.O.G. T.O.F. TOP OF CONCRETE TOP OF FOUNDATION DEM DEP DEMOLISH, DEMOLITION DEPRESSED MA5 MATL MA50NRY MATERIAL T.D.M. TOP OF MASONRY DET DETAIL MG MEDICINE CABINET T.O.W. TR OR TRN TOP OF WINDOW TRANSOM (WINDOW) D.F. DH DRINKING FOUNTAIN DOUBLE HUNG MEGH MFR. MEGHANIGAL MANUFACTURER TP TOILET PAPER HOLDER DIA OR DIAM DIAMETER MN MANHOLE N TYP TELEVI510N OUTLET OR LOCATION TYPICAL DIM DIMENSION MIN MINIMUM D.L. DEAD LOAD MIR MIRROR UG UNDERGUT(DOOR) ON DOWN (5TAIR5) M150 MISCELLANEOUS U UNF UNFIN15HED D.P. DAMP -PROOFING MLD MOULDING U.N.O. UNLESS NOTED OTHERWI5E DR POOR MM MILLIMETER DRY DRYER MACHINE MMB MEMBRANE VB VANITY BASE PS D/S POWN5POUT PRAWER STACK (GABINET) M.O. MOP MASONRY OPENING MODULAR V VB. VB36 VAPOR BARRIER 36" WIPE VANITY BASE O.T.O.TMRB DRAIN TILE MARBLE VERT VERTICAL L DETAIL MTL METAL VIN (5HEET) VINYL D DISH WASHER MT MOUNTEP(ING) V.5. VEGETABLE SINK DWG DRAWING MULL MULLION OR MULLED V.T. VINYL TILE DWG DRAWER EA E EACH N WA N.I.G. NOT APPLICABLE NOT IN GONTRAGT \A/ 1^003036"W V {� W X 30"H WALL GAB WIDE OR WASHING MACHINE EB EYEBROW (FLAT ARCH) NL NAILABLE E.F. EACH FAGS NOM NOMINAL WG WD WATER CLOSET WOOD E.J. EL EXPAN51ON JOINT ELEVATION N.T.5. N.6.V.D. NOT TO SCALE NAT. GEODETIC, VERTICAL DATUM WF WIDE FLANGE (STEEL BEAM) ELEG ELEGTIRIG(AL) WH WATER HEATER E.P. ELEGTRIGAL PANELO OA OB5 OVERALL OBSCURE (GLASS) W.H. WI WALL HUNG WROUGHT IRON EQ EST EQUAL E ESTIMATE O.G. ON CENTER WIG WALK-IN CL05ET EW.G. ESTIMATELECTRIC WATER COOLER O.GA13. OD. OVERHEAD CABINET OUT5IPE DIAMETER WIN W/ W/O WINPOW WITH OR WITHOUT EX6 EXH EXISTING EXHAUST 0.612. OVERHEAD GARAGE DOOR WP WATERPROOFING) EXT EXTERIOR OH OVERHEAD W.R. WATER RESISTANT OPNG OPENING W.S. WATER SOFTENER OPT OPTIONAL W56T WAIN5GOT 0513 ORIENTED STRAND BOARD W.T.W. WALL TO WALL WWF WELDED WIRE FABRIC 1�C0RD COPY ALVIEWED FOR CODE COMPLIANCE T PLANS EXAMINER DATE SANFOi"-tD BUILDING DIVISION k PERMIT ISSUED SHALL BE CONSTRUED TO BE A ;EASE TO PROCEED WITH THE WORK AND NOT AS L\UTHORITY TO VIOLATE, CANCEL, ALTER OR SET 311)E ANY OF THE PROVISIONS OF THE TECHNICAL '-'ES, NOR SHALL ISSUANCE OF A PERMIT PREVENT HE BUiL,APIG OFFICIAL FROM THEREAFTER OUIRING A ;ORRECTION OF ERRORS IN PLANS, CONSTRUC TION OR VIOLATIONS OF THIS CODE 'COMPACTION TEST REQUIRED Results to be Yerifled at Slab Inspection #16-2209 #16-2210 ;f#16-2.211 ##16-2212 #16-221 #16-2214 SQUARE FOOTAGES BIRCH - PLAN 1332 - ALTERNATE MAIN FLOOR 824 UPPER FLOOR ciq8 SLUTOTAL 1822 GARAGE 25ci PORCH 68 LANAI 102 OTAL 2251 SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR 8g4 UPPER FLOOR 103q OTAL Ig33 GARAGE 24q PORGH 56 LANAI 102 OTAL 1 2320 CINCi SQUARE FOOTAGES WILLOW - PLAN 2059 - ALTERNATE MAIN FLOOR 770 UPPER FLOOR 1283 511,1113TOTAL 2063 GARAGE 458 PORGH q LANAI q3 OTAL 262 ca EZW DESIGN CIA =Z N ti Hyo 0 4� U) W Z ��U O 6 e FQ9J (n F = W Wj UVio ul W (n �E`o 0 C O N �i i ```��14111 t Ur/1J/ r t °•�/ ill 6•° O G� S A www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 ® rr X BSB JOB NO: 02J14020 PROJ MGR: JD DRAWN: CHECKED: JD DOVER SHEET 5t IEET INDEX, GENERAL NOTE5, 5YMBOL5 4 ABBREVIAuO�V O� L bbT 69-/64 DESIGN JOB NO: 02J14020 PROJ MGR: JD DRAWN: CHECKED: JD DOVER SHEET 5t IEET INDEX, GENERAL NOTE5, 5YMBOL5 4 ABBREVIAuO�V O� L bbT 69-/64 LOT 69 WILLOW - L ELEVATION = +0'-0" REDWOOD - L ELEVATION = +O' -O" 132'-8" �- BIRCH - Al - R ELEVATION = +0'-0" BIRCH - A - L ELEVATION = +0'-0" Slab Plan 0 4' 8' 16' 1'-0" AT 2204 1'-0" AT Ilxl-1 CL REDWOOD - R ELEVATION = +0'-0" (E LU I b4 WILLOW - R ELEVATION = +0'-0" (D r- bZu N �z� U.0. O aoi Z Wim_ O 6O,� U% F -i > V O 1^ W W J w y, U (n n _/• U 42 FZ ICU 3L+M _Q (Y) cw .tW cLL o U) �,1 � L! UN a ��Ij is� ww°wewo ws•°o T��, \ fJ7 �-- Q� o a 77— Qo � N � c� N ccs J � — o �- -� o r w 04 04 '! BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, JTB CHECKED: JD SLAD PLAN �V1t DING SANFORD 6-PLEX LOT 69-64 CL COMMONWALL I 15-2" 221-4" I '-D A/G PAD - 51ZE s LOCATION V.IF. H B I ot Cil IIr ------------ II II II II II II II II <r - I w III L__J III = rn 11 r i i p 3 I/2" GONGRETE SLAB (PER I 5TRUGTURAQ OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED I I 501L. BUILDER TO PROVIDE TERMITIGIOE TREATMENT TO 3611 MIN. III ABOVE FIN15H FLOOR II I I II II II II I II II II 01-( I I lJJ — II I II g I I rl j1 II II II II II III II II II II it II II II II II IL-------- rr---------I I III II II II II 21_311 L I i I Li II ii O II i III II II it it II LiI II II i III 1z II 1, II II l i i CED i Q 11 I I F41Y 21_111 5/V2" I II I I I I II I I I I � — I II I I II I I 11 II I I I� OI -0" 4'-211 CL GOMMONWALL -0'-3 1/2" 11-411 k��� I--------'1 0'-011 I I I 7_ PERF 01 I _ I 7'-0/211 21-611 10'- I2" L---- I 411 r_ --- �_2F __ — PROVIDE LINE I""� �� --- FOR IGEMAKER x�- EEO] DW 51 W/ D15P. REF. ° I ' I cn =N c RANGE - , ------ 0'-011 O � 1 ^' SH. ..JI ` '1 I 0-5 1/2" 141-1011 1 W-311 I I1-1111 0 01-011 �O ciao v) a- O cv SLAB GUT OUT 1-211 221-411 1-1.8. O cv r <r - I r O 2' 41 g' 1/4" = 1'-0" AT 2204 I/8" = II -011 AT IIxI1 Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES. A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY SPEC5) OVER ROOF 5HEATHIN6, AND ROOF FRAMING PER STRUCTURAL. B. 1YPIGAL FRAME FLOOR GON5 rRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON 5 IRUGTURAL DRAWING5. G. SLAB ON GRADE FLOOR CONSTRUCTION* MONOLITHIC CONCRETE SLAB OVER VAPOR; BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5,150. FT. WITH MIN. DIMENSION OF 2411 IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: V-011 A.F.F @ 1-4" PLATE HEIGHT (U.N.0) -I'-O" A.F.F © 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EG2UIPMENT $ METERS ARE 5U13JEGT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLAN5 FOR STEEL COLUMN, STEEL BEAM, WOOD P05T SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMERGENCY EGRESS: WINDOW5 SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF E6RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 'Z*"x36" MINIMUM W/ LADDER AT E6RE55 WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. T LINE OF STOOP ABOVE. 6. HANDRAIL q. N A 10. NSA 11. NSA 12. NVA 13. OPTIONAL 5 WIRE SHELF LINEN 14, OPTIONAL WIRE 5HELVING PER BUILDER SPEC. 15. OPTIONAL VANITY 16, FLOOR DRAIN 1-I. BEAM POGKET 18. LINE OF 5LA13 ABOVE. Iq. PROVIDE MIN, 1/2" GYPSUM BOARD ON WALL5, UNDER 5TAIR SURFACE, AND ON 5OFFIT5 OF ENCLOSED ACCESSIBLE SPACE UNDER STAIRS. N " O a z; 0 F Wcc U N ZD UUP 6- � ✓i o T,i ^EVj 0 ie -� cxa 0 Z, ?j U -� _J 1 _j < ��R ani � . z `� U- d 0 0° _jLm� o.z Q. > r CU r- �S7 O � 0 J N C37 CV — 00 O m Q� �-- O m GOMMONWALL 411 O 10I 22'-0" r -- --------- -------------- II II II II II II I II I II II I II II II II II II I II I AIG PAD - SIZE 4 LOCATION V.IF. a.. I C =1 II II II I II II II � II � II I I * -0'-3 1/2" H.B. 1k GOMMONWALL 4'-10" _ - 01-0" I/2" GONGRETE SLAB (PER TRUGTURAL) OVER 6 -MIL. VAPOR ARRIER OVER GLEAN GOMPAGTED IL. BUILDER TO PROVIDE )=RMITIGIDE TREATMENT TO 36" MIN. ROVE FINISH FLOOR -ok O'-0" I II I II I II L------------ II I II n II II II II II II II II II II II II II I' II II II I— '' --------- II II II I' III II II II II II II r---j� II II II III II I I I r --- ii II = II � II II III II ' II II II N II II II II II II I� II 11 I II II 33/4.1 Ir I ROVIDE LINE FOR IGEMAKER II II II -_ __ - / I REF. II DW SINK W/ DISP. -4i� O' -O"' -4I/4" 1'-11341 I J I I J I '-31/2 GOMMONWALL H.B. I II II � II I II RANGE O O r II jl II J O i it ------------ 1 -----------T I I'-�/2" 5 211 :o �f li -O'- 1/2" �J 0 -ok O' - SLAB UT OUT --, It 0'-O" 2'-2" L 2'-2" 3' 8" 121-411 O I v 22'-0" I L' 4' (J' I/4" = I' -O" AT 2204 IN I/8" = I' -O" AT Ilxll CL GOMMONWALL ■ Trad■�t�onal Elevation- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON51RUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL, B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON51RUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. RI=FER TD 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 SHALL GOMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGK5. B, WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRESS OPENING OF 5.7 50. FT. WITH MIN. DIMEN51ON 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 HE16HT (U.N.0) A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT i METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY, F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, & EXHAUST 1" FANS. G. GEMENTrri0U5 FINISH INSTALL PER LOGAL GODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE 5TRUGTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMERO-ENGY EGRE55: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF EGRESS WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 SPECIFIED BY BUILDER. GLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT E6RE55 WI NDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. -i. LINE OF STOOP ABOVE. b. HANDRAIL q. N\A ID. N\A 11. N\A 12. N\A 13, OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 1(2. FLOOR DRAIN 11. BEAM POCKET la. LINE OF SLAB ABOVE, Iq. PROVIDE MIN. 1/2" 6YP5UM BOARD ON WALL5, UNDER STAIR 5URFAGE, AND ON SOFFITS OF ENGL05ED AGGE551BLE 5PAGE UNDER STAIRS. lem - F, P,j Q) r C:) a J N � CO LL �0/� � LO r rd p x�a BSB DESIGN www.bsbdesigri.com 100 Main St, Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN; ST CHECKED:JTB/Jf— SLAB PLAN -VLuI4y , TRADITIONAL ELEVATION REDWOOD - RIGHT Al Lot 65 Redwood - Plan 1943 CL 22'-0" GOMMONNALL I 'I 4'-10" 16'-10" 411 I 41-211 AIG PAD - 51ZE 4 I LOCATION V.IF. H,B. I Ir ---------- II II III II I LL S) III OfY II j II -------- — -I I QI-011 I 41-1011 I II II II II Iii I� it li III � 3112" GONGRETE 5LAB (PER II II II II it SII Ij it l ill I 5TRUGTURAL) OVER 6 -MIL. VAPOR I BARRIER OVER GLEAN COMPACTED = I I l i l 501L. BUILDER TO PROVIDE cn i i l j TERMITIGIDE TREATMENT TO 36"'MIN. ABOVE FIH15H FLOOR p 1'i pit II II III II 11 O O II II III it Ij II IIS I it 33/411 gl_�3�411 2,-6„ q'-5)%211 II in I PROVIDE LINE 1 FOR IGEMAKE I I REF. o o a -- I oo ll�1 (1 III --J SINK N/ 0I5P. ON 5 �� II , II RANGE II II II II II II I ll %l I I I I PED. CJ I I I \J I I a L ----------j i.-------- --------- J 1 � I I I A5Y2 11 II'_52' ILI21-31 I = I Ii I n I I t-- I I III =N -0 -5 1/2-ok" 01 Ii � I II II I 1 II I I it II I III I Q�) II I 8'-1' IJ 2'-31' I I i I I OLU I II I — C) IiCL u_ i i it I D W_ I <y I I II I I II II = I III I I II 01-0" -----------' --J L I � I F5LAB GUT OUT ~ -O'-3 1/2" c w O - I �� O O iDD I 8"- c 4 F3'-10" - 211 H.B. Nr --I I --- L J I 2'-0" Ilk 1'-1011 I I'-10" 10'-2" jr I 22'-0" I I GOMMONNALL I GOMMONNALL r O 2' 4' 8' I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIX17 TraditionalElevation- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HINOLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY SPEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOI5T5 A5 NOTED ON STRUCTURAL DRANING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER, REFER TO STRUCTURAL ENGINEERING DRANIN65, TYP, NINDON5: A. ALL NINDOH5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGFIT: 8'-O" A.F.F @ W-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLESS OTFIERH15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERNISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL 13E BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD POST 51ZE5, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMERGENGY E6RE55: NINDON5 5HALL COMPLY WITH GOVERNING FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF EO-RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. HINDON NELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF NELL SHALL BE 36"06" MINIMUM N/ LADDER AT EGRESS NINDON5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 1, LINE OF STOOP ABOVE. 8. HANDRAIL q. N\/-\ 10. NV\ II. NW 12. N\A 13. OPTIONAL 5 HIRE 5HELF LINEN 14. OPTIONAL HIRE 5HELVIN6 PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1-1. BEAM POCKET 16. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" 5-YP5UM WARD ON NALL5, UNDER STAIR SURFACE, AND ON 5OFFIT5 OF ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR5. wS�o - N {- N �<a a h k"' cLa o O rw w"k Cf) ='zm O L U F— LU W -t r� ® frw LU W16, 6 4VV (n (n FCO Ars 4h w ® je ria W 0 z f ! I (3 �%%%lI lilt///'I p& �7 9'p % O C:) Lm QJ r O O cr7 CV cfl LL- CZ) � Z3 d - O T r �O L7 CL ICN r� p 114 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J141020 PROJ MGH: JD DRAWN: ST CHECKED:JTB/JD SLAB PLAN TRADITIONAL ELEVATION BIRGFI - LEFT SANFORD Lot66 Birch - Plan 1332 I a 22'-0" GOMMONWALL 1 "i 41. 16-101' 4'-1011 1 AIG PAD - SIZE 4 LOCATION V.IF. H.B. O �o LU CL o� -0'-3 1/2" �r-- -------------------------------- *01 j 011 II I I i N1-211 II II II II i i I �- I I BARRIER OVER GLEAN GOMPAG'TED � II II I II II it II I I N II II II II Ili II I I ABOVE FINISH FLOOR q'-5211 II II II II II II 'I II II II II Ij l I I� II II II II P II V II _ - II 51-10 II =� Iii n I— ii ii O II L_.._ r 5 II II II - _ .- J I II I II II II n 3 1/2" CONGRETE 5LAB (PER 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAG'TED SOIL. BUILDER TO PROVIDE TERMITIGIDE TREATMENT TO 3611 MIN. ABOVE FINISH FLOOR *01-011 ` I II II III II II II II II I it II II II II it II II 4-1011 i I II II II II I II 11 11 11 I jl II 11 II II I I jl II II II II I I jl II II II II I I jl II II II II I jl 2 -6 q1-83411 334" I I II I 11 PROVIDE LINE OR IGEMAKERI I REF. I DW SINK IN/ DISP. II II <,�------III fl II I RANGE II � II O O ;? II II I II II II 1 1 0 --- L---------JI L2'-311 III -522" 5y -0'-5 2" I-2 I -I w r �- I n_ I W.H. I 61-111 L ----- 'j I I I I 01-0" I Q) �? -O'-3 1/211 LU IL m g 11 N Il 211 S'-1011 1_.111 r O O Lr I LJ LJ COMMONWALL 101-211 I * 01-011 SLAB GUT OUT 4 H.B. 11-1011 221-011 I I 11 I I I -N I dJ I I I I I I II I i I 81-011 -011 L Slab II -lo O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl1 I Traditional Elevation C GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE 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. DIMENSION OF 24" IN HEIGHT AND 2011 IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW MEAD HE16HT: V -O" A.F.F @ q'-411 PLATE HEIGHT (U.N.0) 1'-0" A F.F o 64' PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EOUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY, F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED, M. ALL AN6LED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T 51ZE5, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE POOR. 3. EMER6ENGY E6RE55: WINDOW5 SHALL COMPLY WITH 6OVERNIN6 FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF E6RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 SPECIFIED BY BUILDER, CLEAR DIMENSIONS OF WELL SHALL BE 3611061' MINIMUM W/ LADDER AT EGRESS WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6, LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. 8. HANDRAIL q. N A 10. NSA 11. MA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1"I. BEAM POCKET I8, LINE OF SLAB ABOVE. Iq. PROVIDE MIN. I/2" GYPSUM BOARD ON WALL5, UNDER STAIR SURFACE, AND ON SOFFITS OF ENCLOSED ACCESSIBLE 5PAGE UNDER 5TAIR5. c� fww T �<0 04 X� N -1 C14 r• ev 0 o C) � W 0 <o� W W w>� Q If a=, 'LqN LU o D 4 (D 0 Lm 0 C. LU a:' 0 z U„ j Ci LLI . PNN% vk a° 1w fw <c 0 ✓�_ � °a as �ti. �•�,r= a 4a gaaa a �`w Q O O L M J Iz— :;E a- *r9dmt_`911 ,I : BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD SLAB PLAN OSANFORD TRADITIONAL ELEVATIOBIRGH - RIGHT Lot 67 Birch - Plan 1832 I C GOMMONWALL GOMMONWALL 22'-0" 4'-10 4" " 16'-10" AIG PAD - 51ZE d LOCATION V.IF. H.B. I - - - - L -- II II I 11 - II O LL 9 11 I O ci� -0'-3 1/2 `n Q II I II I r--------�--_J L---------------------• ------------- 01-011 I I II II II II II II III III II II II II II II II II II II II n I I i i 3 1/2" GONGRETE 5LAB (PER I ! _______ -- 5TRUGTURAL) OVER 6 -MIL. VAPOR I _______ I BARRIER OVER GLEAN GOMPAGTED I I I 501L. BUILDER TO PROVIDE II I TERMITIGIDE TREATMENT TO 36" MIN. O I N ABOVE FIN15H FLOOR II II lig � II li m i 1!,-115/4" 21- 0'-0" 1, i III II IIS II II III II II II II II II II II II III JII II Ir----- J II II II II II III III II II II II 11334 II I 4 II i ------ IU' -834 2'-6" 8'-5Y2" I r PROVIDE LIN FOR IGEMAK R - II o II II � II Iii --- ---- \1\1 -- /I I I REF. DO I xTI II SINK W/ D15P. DW i I I L----- RANGE II 11 II II II T T II III II r-, SII II 11 TT ISI ISI �L it I11 lul �I I I I ul I I I I I i 52 11'- 22u II' -IU" 1' -IU" 1 1 6'-8" I I i Ll I L J C= _ I I II 1 = = II 1 9 r' -o" I I II 1 II 1i -L III I I i o cY cv i I I I II PED. TAT Lj O I N _ i T II II i 1!,-115/4" 21- 0'-0" 1, i I _jI F I I ti I i =i I 1 - 26 - \'-3 d/ I O-0il I O O II I Ul 0- I I I i O' -O" 5LAB G T OUT q pp - II i I N I 2'-2" p '-0" 11 21-211 1-211 I bPlan 121-411 3 -8 6 -O O 2' 4' 8' 1 22'-0" 1/4" = 1'-0" AT 2204 I I I/8" = 1'-0" AT IIx11 TraditionalElevation GOMMONWALL GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CON5TRUGTION: 51 OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY .SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION• FIN15H FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015T5 AS NOTED ON 5TRUGTURAL DRAWING5. G. 5LA13 ON GRADE FLOOR GON51RUGTION, MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES, GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.1 5C, . FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD FIEIr�H-F: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F @ 8'-I" PLATE HE16FIT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EOUIPMENT d METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. FIVAG: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAUST FANS. 5. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.D. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED, M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FOUNDATION NOTES I. 5TRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY EGRE55: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF EGRESS WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"06" MINIMUM W/ LADDER AT EGRE55 WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6, LINE OF FRAMING ABOVE. "I. LINE OF STOOP ABOVE. 8. HANDRAIL q. N\A 10. NSA II. NSA 12, NSA a OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN Il. BEAM POGKET I8. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON WALLS, UNDER STAIR 5URFAGE, AND ON SOFFITS OF ENGLOSED AGGE551BLE SPAGE UNDER STAIRS. w � a r n BSB DESIGN www.bsbdesign.com 100 Main St, Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD 5LAB PLAN TRADITIONAL ELEVATIO REDWOOD - LEFT SAN F'(OF D ®L 68 T�q R-Ts(°�� Redwood - Plan 1943 O 1 O O 1 cn b- <t - 1 m <r- -0- -O'-3 1/2" H.B. GOMMONWALL 22'-411 j I-211 I 15'-2" I I- �{ II ' S1-1011 I-OII on r� 0 r- - - - -- } 01-011 AIG PAD - SIZE 4 N.B. LOCATION V.IF. I r -------------------------------------Ir I II I II I II I III I II I II I II I II I II I I I I I I 1/2" I I I I L ---J I III I II I II I II I II I - -ek 0'-0" 1 i III I F -1 II -A II III II II II II II II i //-0' 0'-0" PE I/b" - I II II I �----J 10'- 2" 21-611 _ -0Y211 II I I1 II I Li 2-31I I PROVIDE LINE --- FDR IGEMAKER-----X6 --�C - ED 2x6 YVALCJ REF, SINK W/ 015P. DW II jll II i O II 70) CAM �r i ui 1 1 I � � II ------ -' RANGE III 701 m -0'-5 1/2" i PED. CV IL I I 14'-10" 2 1-1 11 11_211 i I 5/V2 I I 11 I I I I I 01-011 O O I �LLI O R it O ;33 21-211 SLAB GUT OUT * O'-011. 41-211 I O 2' 4' 8' in I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIXII GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TTP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.-1 5Q, FT. WITH MIN. DIMENSION OF 24" IN HEIGH-T AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F o W-4" PLATE HEIGHT (U.N.0) T -O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TU1)5 UNLE55 OTf IERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 5. EMERGENCY EGRESS: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED BY BUILDER, CLEAR DIMEN51ON5 OF WELL SHALL BE 36"06" MINIMUM W/ LADDER AT E6RE55 WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. (q. LINE OF FRAMING ABOVE. 7. LINE OF STOOP ABOVE. b. HANDRAIL q. NSA 10. NSA 11. NW 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POGKET Ib. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON WALL5, UNDER 51 -AIR SURFACE, AND ON SOFFITS OF ENCLOSED ACCESSIBLE SPACE UNDER STAIRS. m 3 1/2" GONGRETE HAD (PER M's5 5TRUGTURAL) OVER 6 -MIL. VAPOR r BARRIER OVER GLEAN GOMPAGTED 501L. BUILDER TO PROVIDE W j Ul w TERMITIGIDE TREATMENT TO 36" MIN. A60VE FIN1511 FLOOR W— I III I II I II I II I II I - -ek 0'-0" 1 i III I F -1 II -A II III II II II II II II i //-0' 0'-0" PE I/b" - I II II I �----J 10'- 2" 21-611 _ -0Y211 II I I1 II I Li 2-31I I PROVIDE LINE --- FDR IGEMAKER-----X6 --�C - ED 2x6 YVALCJ REF, SINK W/ 015P. DW II jll II i O II 70) CAM �r i ui 1 1 I � � II ------ -' RANGE III 701 m -0'-5 1/2" i PED. CV IL I I 14'-10" 2 1-1 11 11_211 i I 5/V2 I I 11 I I I I I 01-011 O O I �LLI O R it O ;33 21-211 SLAB GUT OUT * O'-011. 41-211 I O 2' 4' 8' in I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIXII GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TTP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.-1 5Q, FT. WITH MIN. DIMENSION OF 24" IN HEIGH-T AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F o W-4" PLATE HEIGHT (U.N.0) T -O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TU1)5 UNLE55 OTf IERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 5. EMERGENCY EGRESS: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED BY BUILDER, CLEAR DIMEN51ON5 OF WELL SHALL BE 36"06" MINIMUM W/ LADDER AT E6RE55 WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. (q. LINE OF FRAMING ABOVE. 7. LINE OF STOOP ABOVE. b. HANDRAIL q. NSA 10. NSA 11. NW 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POGKET Ib. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON WALL5, UNDER 51 -AIR SURFACE, AND ON SOFFITS OF ENCLOSED ACCESSIBLE SPACE UNDER STAIRS. w U C O N W, M's5 nj r W j Ul w � W— L Lo io%jilI111/l///// N � Q a V) -j U) =cam 0 1 E6NO � w a3i wU, R 6:V3 W �4UO � wog w U C O N YEUtl I� l�il�l 9[�I N »m :ill BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGH: JD DRAWN: ST CHECKED:JTB/JD SLAB PLAN (SANIF()ORD TRADITIONAL ELEVATION WILLOW - LEFT Lot 69AF�T>,n�� Willow - Plan 2059 W, M's5 nj r W— L Lo io%jilI111/l///// YEUtl I� l�il�l 9[�I N »m :ill BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGH: JD DRAWN: ST CHECKED:JTB/JD SLAB PLAN (SANIF()ORD TRADITIONAL ELEVATION WILLOW - LEFT Lot 69AF�T>,n�� Willow - Plan 2059 r • M IddV YY - L- nCUVvvyv - L t$IKL; i - Al - H BIRCH - A - L REDWOOD - R � WILLOW - R ELEVATION = +O' -O° ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +O' -O" ELEVATION Main Floor Pian- o 4' g' 16' 1'-0" AT 2204 1'-0" AT IIxIl (o - T- yyZUi CN N z� N G:2 a U Won C) 0w5z � ,n vl u. p WW�C Z `t IND C7 O) K 0O:l LLJ > �z W p ® U) LU Z/�) NVO N W �(! (/ W wcWiz r LF IWi 0 LOT 69-64 All Bmil;,'ROW <r - I 7- O C� GOMMONWALL 22'-4" r-211 22'-211 151-011 11-211 3'-51 31-p.VJ11 31-O.II 4'-✓" 51-1011 11 411 I iVt H.B,- SH 26 5H 26 I 5H 26 ca !i r% r% i I rn i1%IIS I'II 2 -Car Garage 4 q'-4" GLG. II'I{I, 4 - �II '`CJI I---------°----- _ _I Id O N I O MAIN FLOOR cn UPPERFLOOR q'-411 GLC. 0 2063 - 458 PORCH v LANAI q3 37. I 2623 100 Main St. Suite 209 38. z UU Safety Harbor, Florida 34695 31. OPTIONAL COFFERED CEILING (AS NOTED 813 265 4808 � oor Ian 40. _0 , � 41. LINE OF FRAMING WALL BELOW. Great JOB NO: 02J14020 PROJ MGR: JD I I z " 2X4 LOW WALL 42 A.F.F. 2X6 LOW WALL 42" A.F.F. z I/8" = I' -O" AT Ilxll A'' z Room c 45. FOR ADDITIONAL NOTES SEE GENERAL N o I l ON TITLE SHEET 4 DETAILS. 46. 41. 18" X 36" X 2" ART NICHE HORIZONTAL LAUNDRY CHUTE �F�'gF1TMr=a Lot cv I 64 Traditional W-4" GLC. I I GYPSUM BOARD ARCH @ 8'-O" TO V-6"Uj u� 50. 51. LOW WALL 52" A.F.F. 30" A.F.F. GOUNTER W/ DIAGONAL 5UPPOT4 A21 UWmR o WALL GLEAT5, PER BUILDER 5PEG. 21 Q ■ 52, 60"X60" GARDEN TUB cn LL � N � o m Cafe 'II - q'-4" GLC. a? z I' II, z Z:) N r, - o I '�1 Tj 1 3060 II I w 1 I LO W WA LL +� 4 I / 2 I I r -I -I I -+- G>U_ TERLOP v12 III - -Pantry 2 468- 611 f - --- = _ I 13 5LOPEZ G - -~ -- / G C) -- � � �xAI S.Iuw- � I 4'-UY2' r1 011 31-211 i 2'-V211 _ I 40 -Alk Kitcl en 5.IUw- 5.IB - 286th q'-4" CLIO I _ -rte I !' Pow - cv cv LG. O 0.1 - - O.f-LG. 1 I q-41 GLG- 1'111111, � x, Q I N - rn i1%IIS I'II 2 -Car Garage 4 q'-4" GLG. II'I{I, 4 - �II '`CJI I---------°----- _ _I Id O N I O MAIN FLOOR cn UPPERFLOOR 1283 0 i7 I 40 40 I I I 160"10 OGD L--- �-10'-2" ---------- 40 5.2uw- 12'-U" Main Floor GOMMONWALL CL GOMMONWALL Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 COMMONWALL SQUARE N I WILLOW - PLAN 2059 - ALTERNATE MAIN FLOOR cn UPPERFLOOR 1283 0 2063 GARAGE 458 PORCH q LANAI q3 37. OTAL 2623 100 Main St. Suite 209 38. z UU Safety Harbor, Florida 34695 31. OPTIONAL COFFERED CEILING (AS NOTED 813 265 4808 � oor Ian 40. z c 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JD I/4" = 1'-0" AT 2204 z " 2X4 LOW WALL 42 A.F.F. 2X6 LOW WALL 42" A.F.F. z I/8" = I' -O" AT Ilxll 44. z TRADITIONAL ELEVATIO c 45. FOR ADDITIONAL NOTES SEE GENERAL N o I l ON TITLE SHEET 4 DETAILS. 46. 41. 18" X 36" X 2" ART NICHE HORIZONTAL LAUNDRY CHUTE �F�'gF1TMr=a Lot cv I 64 Traditional lvation I GYPSUM BOARD ARCH @ 8'-O" TO V-6"Uj u� 50. 51. LOW WALL 52" A.F.F. 30" A.F.F. GOUNTER W/ DIAGONAL 5UPPOT4 A21 UWmR WALL GLEAT5, PER BUILDER 5PEG. 21 Q ■ 52, 60"X60" GARDEN TUB cn Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 COMMONWALL SQUARE P®®TAGES WILLOW - PLAN 2059 - ALTERNATE MAIN FLOOR -TO- IOUPPER UPPERFLOOR 1283 OTAL 2063 GARAGE 458 PORCH q LANAI q3 37. OTAL 2623 TYPICAL CONSTRUCTION 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 CONSTRUCTION: FIN15H FLOORING ON 3/4" "LONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOLTS AS NOTED ON STRUCTURAL URAWING5. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL01 cv ENGINEERING DRAWINGS, TYP. gra WINDOWS: a & Q A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN 0 0 APPLIGA13LE RES. CHECKS. V; o B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A g GLEAR EORE55 OPENING OF 5.1 50. FT. ❑ " WITH MIN, DIMENSION OF 24" IN HEIGHT AND w 20" IN WIDTH; SILL HEIGHT NOT GREATER (n W THAN 44" ABOVE FLOOR. w u G. TYPIGAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F @ 8'- I" PLATE HEIGHT N.N.O.) E. ELEGTRIGAL: ff"m 1ka ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT T METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY, F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLE55 OTHERWISE NOTED.` FLOOR PLAN NOTES: >E aTHE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS 5HOWN ON PLANS: 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" 5PHERE CANNOT lt! PA55 BETWEEN BALUSTERS. ca m RAILING/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH c' q° RETURNS PER LOCAL CODE. RAILING AT ® ca 0 QGUARDRAIL LOCATIONS TO BE AT 42" MINIMUMx A.F.F. OPT. RAILING. - SEE DOGUMENT J ' H GGRR-0125 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN G' U! POSITION. AdEl 3. (2010 FRG 5EGTION 311) FOR STAIR REQ.0 4. SLOPE GARAGE FLOOR I/8" PER FOOT a,0 TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL •`'°+�� °'°�•, 2 �°i PER MANUFACTURERS SPECIFICATIONS. ALL ® ',�16 A FACTORY BUILT FIREPLACES SHALL COMPLY �. WITH LOCAL GODE5 ,T- 10 6. 2X4 LOW WALL 30"A.F.F. ' . 1 SINK W/ GARBAGE DISPOSAL 8. DISHWASHERq. 0 10.GUUK TOP 11. OVEN p �filllll0�` 12. REFRIGERATOR SPACE. CV 13. PANTRY - (5) 16" D. SHELVES (D CV 14. PEDESTAL SINK 15. 42" X-12" GARDEN TUB 16. TILED SHOWER W/ 6LA55 ENCLOSURE, PER BUILDER 5PEG. = LO p 11. 42 "x60" TUB 0 m r-- ': 18. 32" X 60" TU13/5HOWER C-4 CV Iq. LINEN 5HELVE5 C9 20. WASHER SPAEE EmIllIll O 21, DRYER, VENT d' 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. r O 24. HAN50N BOX 25. SHELVING PER BUILDER 5PEG5. Fm 26. ATTIC AGGE55 (22"02" U.N.O.). 2-1. ATTIC AGGE55 W/ 5TAIR5 (22 1/2"x54" U. `ds 28. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATION5) 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U. W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION 11EIGR fIT5 & ARCHITECTURAL DETAILS FO FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATION 35, HALF WALL W/ WOOD GAP OR OPTIONAL BSB WALL WITH RAILING ABOVE. DESIGN 34. PORCH RAIL, SEE ELEVATION. 35, 36"06" CONCRETE STOOP. 36. 6x8 BEAM. Fm www.bsbdesign.com 37. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 38. OPTIONAL CABINETS. UU Safety Harbor, Florida 34695 31. OPTIONAL COFFERED CEILING (AS NOTED 813 265 4808 � oor Ian 40. PLAN) LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JD I/4" = 1'-0" AT 2204 42. 43. " 2X4 LOW WALL 42 A.F.F. 2X6 LOW WALL 42" A.F.F. DRAWN: ST CHECKED:JTB/JD FLOOR PLAN ��t�r� G I/8" = I' -O" AT Ilxll 44. 36"H, OPEN WOOD RAILING. TRADITIONAL ELEVATIO 45. FOR ADDITIONAL NOTES SEE GENERAL N WILLOW - RIGHT SANFORD ON TITLE SHEET 4 DETAILS. 46. 41. 18" X 36" X 2" ART NICHE HORIZONTAL LAUNDRY CHUTE �F�'gF1TMr=a Lot 64 Traditional lvation 4q. GYPSUM BOARD ARCH @ 8'-O" TO V-6"Uj Willow - Plan 2059 50. 51. LOW WALL 52" A.F.F. 30" A.F.F. GOUNTER W/ DIAGONAL 5UPPOT4 A21 UWmR WALL GLEAT5, PER BUILDER 5PEG. ■ 52, 60"X60" GARDEN TUB GOMMONWALL GOMMONWALL COMM i NWALL I 41 ---- ---- - ---------- II I I I I � I I I II I I � ,'�IIIII III .IIIIIIIIIIuII I III I" I I II 1 8'-O" GLG. 22'-011 CL TYPICAL CONSTRUCTION coMMONwALL ASSEIVIDLIUO: A. 'TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEGS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH v MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.150, FT. WITH MIN DIMENSION OF 24" IN HEIGHT AND 2-0 �� I (J I,OII GLG. I � III I I �I ISI 1 II Owners Suite q -O" TRAY GLG. II I yll 3 I I ' II I" 5'-- V2" 2'-/Y21r 61 0 l A L 8'-O" GLG. z I hl Q mill II 5 W.G. ��6, � I ; I❑ 33 I Ill l I p =N II (0j I �I �y L VIII I II II _ 2468 5,IUR- II ,�� o � Illlldll ' Laundr 1 ❑16 Owners _ cv 8 -O GLG. x6 O r --Bath---- -- a�^- �, -10Gr DEGKHV, - p 1 III 1 I U� AB<VE L _ -_ _ - _ GPT. Hs. Ilir,---------- I 1 I � FREE I I21 I Y SLIDE cv -I I I 20 ❑ I - SHELVES �'II VIII - - -----f -!ill - III I - I - / I _, 2-J �I W.I.C. LG ; I - I I 8 -O GLG. I r9 ISI ❑ --CV f P N 25 9 ................. ----� -� �� ----- 25 1. 1i �r--C= �rA 22125'-T I' 406 P 8 BP 11-II/211 dhll 211 y 2 5.IUR- l GPT. H.S.V I I I F ; 1-011 GLG. N I I AV. AV. : I Bedroom 21111 a I �ilNl, I � L, nl'I' I I � c , "'6 1 81 011 GLG. al = 25 -- ---- i IZ II f cv pl ;ISI ry � II I 4068 B III P 21-2" III 3r 11, 6 _5 Main Floor Plan 0 2' 4' 81 1/411 = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxP GOMMONWALL GOMMONWALL O (Y) 300 5H II i I I I I 41 I --------- -'r-J-----.-.-.-.- I I 2 I `.2UK R I GOMMONWALL 41-1111 41-111 q1_611 21'-8'1 221-011 Bedroom 3 D' -o" GLG. oV I 61-111 1 (91-111 12-211 I 1 z , 31 Lanai 20" IN WIDTH; SILL HEIGHT NOT GREATER MAIN FLOOR 6q4 UPPER FLOOR THAN 44" ABOVE FLOOR. cv I 2880 LU � ISI I G. TYPICAL WINDOW HEAD HEIGHT: PORCH 36 LANAI I ' III � 1'-0" A.F.F @ 64" PLATE HEIGHT (U.N.0) , II I - I - E. ELECTRICAL: _ I I�1 11 I 0 1 II I 8 3 -8 E -5 r I m -5 I- I, _ IIII EQUIPMENT 4 METERS ARE SUBJECT TO ' Ilii RELOCATION DUE TO FIELD GONDITIONS; o v , SH 26 I SH 2 i 6 TEMP.f• �26 N I G ,I F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. I ' 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. e H. DIMENSIONS ARE TO THE FACE OF STUD, c� ' 10 IY L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF I I II� Q z E s M. ALL ANGLED PARTITIONS ARE 45 DE61REE5 I' UNLE55 OTHERWI5E NOTED. a 33 FLOOR PLAN NOTES: N o THE ETHE FOLLOWING KEYNOTES REFERENCE THE I �j 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE Family SPACED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. I q'-4" GL6. RAILIN6/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL GODE. RAILING AT 41 GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM 1, 15'-10" _ I' 101. :1i -- ,� ;,-- YI f GGRR-0125 v 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN iIr w 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. O i II I TOWARD OVERHEAD GARAGE DOOR OPENING. u I 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL � , PER MANUFACTURERS SPECIFICATIONS. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL CODES -j---- r 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ GARBAGE DISPOSAL 8. DISHWASHER q. RANGE 10. GOOK TOP cv 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDE5TAL SINK 15, 42" X 12" GARDEN TUB r Cafe IIII I dJ 11. 42"x60" TUB W-) d� _ Iq. LINEN SHELVES 1 I'll!I q'-4" GLG. 20. WA5HER SPACE I h 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. LU 23. PROVIDE NON-GOMBU5TIBLE PLATFORM cv 16 p, ' 11 I - U - ` 2 2 5 -1011 I ? I ELEGTRIG WATER HEATER. 24. HAN50N BOX LOW WALL +34 1/2" v I � 12 =ry 25. SHELVING PER BUILDER SPECS. - d 111111 COUNTERTOP D to kI � = 21. ATTIC ACCESS W/ STAIRS (22 1/211x54" U. - O - v 28. GYPSUM BOARD OPENING (SEE INTERIOR r36" S.IUR- i I_j � III I ELEVATIONS) I El-_- __- I_G I E�� Kitchen Q II ° I q'-411 GLG I. 1 L, -)1/211 51 SII 411 3'-12" I 1 11 _ 1211 6' -loll 21_ 11/2 2'- 1/ �' 1 B G C'q S.IUR- 13.1 R_ 'I 6 13 I Pantr 28 7-0" GL <r I pl13 I O H.G cv� ---OHC � 1 dl N I,c I Illlll � 2868 SG o I I�L 1 0. . cv q'-411 GLG. �t 1 1111'11' II,II�II WH 1 -Car Garage 1 cv h�1M'fi V" I 411�pi 1� XW 't 11M�', Foyer � q'-4" GL6. r1, $j7 q'-4" GLG. l 14 ® - I � Powder `yl, 0 q'-4" GLGLL O I I III T � III'II I 1 I m W.G. Porch_ I I c I 1 I - _I - ll�' 2 H.B. 5010 OGD I COMM i NWALL I 41 ---- ---- - ---------- II I I I I � I I I II I I � ,'�IIIII III .IIIIIIIIIIuII I III I" I I II 1 8'-O" GLG. 22'-011 CL TYPICAL CONSTRUCTION coMMONwALL ASSEIVIDLIUO: A. 'TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEGS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH v MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.150, FT. WITH MIN DIMENSION OF 24" IN HEIGHT AND 2-0 �� I (J I,OII GLG. I � III I I �I ISI 1 II Owners Suite q -O" TRAY GLG. II I yll 3 I I ' II I" 5'-- V2" 2'-/Y21r 61 0 l A L 8'-O" GLG. z I hl Q mill II 5 W.G. ��6, � I ; I❑ 33 I Ill l I p =N II (0j I �I �y L VIII I II II _ 2468 5,IUR- II ,�� o � Illlldll ' Laundr 1 ❑16 Owners _ cv 8 -O GLG. x6 O r --Bath---- -- a�^- �, -10Gr DEGKHV, - p 1 III 1 I U� AB<VE L _ -_ _ - _ GPT. Hs. Ilir,---------- I 1 I � FREE I I21 I Y SLIDE cv -I I I 20 ❑ I - SHELVES �'II VIII - - -----f -!ill - III I - I - / I _, 2-J �I W.I.C. LG ; I - I I 8 -O GLG. I r9 ISI ❑ --CV f P N 25 9 ................. ----� -� �� ----- 25 1. 1i �r--C= �rA 22125'-T I' 406 P 8 BP 11-II/211 dhll 211 y 2 5.IUR- l GPT. H.S.V I I I F ; 1-011 GLG. N I I AV. AV. : I Bedroom 21111 a I �ilNl, I � L, nl'I' I I � c , "'6 1 81 011 GLG. al = 25 -- ---- i IZ II f cv pl ;ISI ry � II I 4068 B III P 21-2" III 3r 11, 6 _5 Main Floor Plan 0 2' 4' 81 1/411 = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxP GOMMONWALL GOMMONWALL O (Y) 300 5H II i I I I I 41 I --------- -'r-J-----.-.-.-.- I I 2 I `.2UK R I GOMMONWALL 41-1111 41-111 q1_611 21'-8'1 221-011 Bedroom 3 D' -o" GLG. oV I 61-111 1 (91-111 12-211 I 1 FOOTAGES REDWOOD - PLAN 20" IN WIDTH; SILL HEIGHT NOT GREATER MAIN FLOOR 6q4 UPPER FLOOR THAN 44" ABOVE FLOOR. q 1433 GARAGE G. TYPICAL WINDOW HEAD HEIGHT: PORCH 36 LANAI 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) s OTAL 1'-0" A.F.F @ 64" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITIONS; o v GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, c� U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED, M. ALL ANGLED PARTITIONS ARE 45 DE61REE5 UNLE55 OTHERWI5E NOTED. FLOOR PLAN NOTES: THE ETHE FOLLOWING KEYNOTES REFERENCE THE A5 SHOWN ON PLANS: 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE SPACED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. RAILIN6/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL GODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOCUMENT Y GGRR-0125 v 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. w 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. O 4. SLOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. u 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL PER MANUFACTURERS SPECIFICATIONS. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL CODES 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ GARBAGE DISPOSAL 8. DISHWASHER q. RANGE 10. GOOK TOP 11. OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDE5TAL SINK 15, 42" X 12" GARDEN TUB 16, TILED SHOWER W/ GLASS ENCLOSURE, PER BUILDER SPEC. 11. 42"x60" TUB W-) 18. 32" X 60" TUB/SHOWER Iq. LINEN SHELVES 20. WA5HER SPACE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM cv ELEVATED 18" ABOVE GARAGE FLOOR FOR ELEGTRIG WATER HEATER. 24. HAN50N BOX 25. SHELVING PER BUILDER SPECS. 26. ATTIC AGGE55 (2202" U.N.O.). 21. ATTIC ACCESS W/ STAIRS (22 1/211x54" U. 28. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR 6q4 UPPER FLOOR 103q 51,113TOTAL 1433 GARAGE 24q PORCH 36 LANAI 102 OTAL 2320 2q. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U. . W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEI6HT5 i ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATION 33. HALF WALL W/ WOOD GAP OR OPTIONAL WALL WITH RAILING ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35, 36"x36" CONCRETE STOUP. I 36. 6x8 BEAM. 31, OPTIONAL UPPER CABINETS. 38, OPTIONAL CABINETS. I U er loor Plan 3q. OPTIONAL COFFERED CEILING (A5 NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW. 2 0 2 4 8 I/4" - I' -O" AT 22x34 42. 2X4 LOW WALL 42"A.F.F. 1/8" = 1'-O" AT IIxl1 43. 2X6 LOW WALL 42" A.F.F. 44. 36"H. OPEN WOOD RAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL N ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE GOMMONWALL 48. LOW WALL +42" A.F.F. cc 4q. TUj r i t i o n a l I vat i o n 50. LOWSUM WALL 52130A"A.RFH 8'-O" TO 8'-6" 51. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO T 4 WALL CLEATS, PER BUILDER SPEC. 52, 60"X60" GARDEN TUB KU)Uj T_ �W (V <'� N Nva C) C/) emu 0 &f]J cn F t Lu WJE Q '70 x� W o (n c�n/� W O ? �WO Ui o , 0 0 LM FM C()o ) z � LU ti CCU J II.. . ll� 09 ON. LM N � ��fllfiltt� N h C:) C�7 N CO tp Lj_a cc U) O m `� �r- O F= Iwo ®, IIII , y uw BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JT8 FLOOR PLAN TRADITIONAL ELEVATIO REDWOOD - RIGHT SANFORD Lot 65 Ft Redwood - Plan 1943 0 9 �t- CL GOMMONWALL GOMMONWALL 22'-O" 2r. 2" I 4'-8" 17' -Orr I I 7 H.B. I - - - - - - - - - i dJ Lanaiz88o Ili v q'-4" GL6. , r - I 2'-5" Th 4'-5" 3'-8" I 3'-8" 2'-10" SII ° _ 0 II 5H 26TEMP 5H 2(9 5H 26 I IIIA aril ll',II y mull' ,IIII � 1 I� Illi I I II III IIID C II II ' FFamily ;4 I II�i71. q'-4" GL6. I - N I IIII'I' � 111111 ',� cv Itl l 11� rs1 LOW WALL +34 1/2" I� - V I I I fll I COUNTER I OP ri ' O I 12 t36" z WI E- Cafe I IIII I -' -�-- ` \ Z O U U \ `�I 1q'-4" GL6. ISI I! 2'62 - /2" I'-8%2" }r O r 8 r 51411 3'-0/2" I G D h Kitcen I = IUB- II hI3 q S.IUB- W-4" GL6. antr I q'-4" 4 GL6 1311 28 �(I� ' l 111 der I 2 n I u - 4J, E. I L6 -cv 868SG q -4 8 p 286 - I IIII q'-4" GL6, I 1i I W.G. 1 GOMMONWALL GOMMONWALL 1 22'-0" I 2 21'-8" 2111 -�2" 10'-6�2 ° I I I I------------F ---------------- ----- -7-------- --------- I ,I I I I O I I I I 3050 5HI 305011-1 30 5H 3050 5H j I f � h I, Bedroom 3 I, 91i 8'-0" GLC. t = I�� Bedroom 2 acv cv Ir -Orr GL6. cn i' t cnjj� cn II illl 3'-IUV2"6r_1�12�r III t cv - ill 1 4068 BP ' 4068 BPS 0i ----------- 25 cv s � ml...In1'11111 cv � � nw,ollll II I i..: - Iwr 151 _ - -5 - - n:kuml f„s I:, Ih I a �1111�IIII': # IIII II 9„ ath 2 77 2468 -� - i S.IUB= H.S. GPT. 1 u - p �- 2 21 -O G. r � N 1 � \ AV. I LAV.�I -Orr W.G. � r GPT. H.5' I I�'IIII�,'�bllfi��rlkIilll'1 W IIIIlt�l:ll 2868 Iu6 j k' IhHlk . E' li I/�{'I III o �h 16 111 q HVAG DEC . ABOVE 11 STORAGE ' N NIis I v 6' 12u C 4 -2 ,, R - /��,{� a Ir_I I u - y2 I I 246 lq .� I (--V2 Owners --, I I - 0 FREE 5LIDE 5HELVE5 --_ -- -- ---- IwI11 at � II _ IIII / 8'-O" GLCG. 126 i I 33 I1 I 4 i 0 � �' H 1468 �■ C 25 'IIII \ I 1 1 S.IUB- a s I 3 _T CV I 800 OGD -.� / , _^ / I I I d 5.2UE3- u I r^ O I 2. rr 0 m r I C11 �t r -I -Porch--- O rAI -I I 2 5.2UB- I '-O' 8'-2�2" 12' 2 rr Main Floor Plan 10 O I O 2, 4,IN g' 2 21'-8" 2"1/4" = 1'-0" AT 2204 IN I/8" = P -O" AT IIxl7 1, 22'-U" !. GOMMONWALL COMMONWALL BIRCH - PLAN 1832 - ALTERNATE L, 5EE ELEVATION. 36"x36" CONCRETE STOOP. MAIN FLOOR I I I; 1 -Car Garage OTAI fil - WH z 1l1 q'-4" GL6. 66 - - - - I, � 33 I IIIA z IIII R]4 I 2251 _ 'I v I� r - - Foyer 41. 42. Ir' v I q'-4" GL6 r 11111 � PIIV4'I I 43. 44. 2X6 LOW WALL 42" A.F.F.rAmM 36"H. OPEN WOOD RAILING. MAIN FLOOR PLAN - Al 1~ ' FOR ADDITIONAL NOTES 5EE GENERAL NZ IIII � t O��Ri�n��a 11'1111, � z r F1 1/2 I IIII X111 47. 48. 4q. _ � TEMP_ 8'-0" GL6. L62,-4„ GOMMONWALL GOMMONWALL 1 22'-0" I 2 21'-8" 2111 -�2" 10'-6�2 ° I I I I------------F ---------------- ----- -7-------- --------- I ,I I I I O I I I I 3050 5HI 305011-1 30 5H 3050 5H j I f � h I, Bedroom 3 I, 91i 8'-0" GLC. t = I�� Bedroom 2 acv cv Ir -Orr GL6. cn i' t cnjj� cn II illl 3'-IUV2"6r_1�12�r III t cv - ill 1 4068 BP ' 4068 BPS 0i ----------- 25 cv s � ml...In1'11111 cv � � nw,ollll II I i..: - Iwr 151 _ - -5 - - n:kuml f„s I:, Ih I a �1111�IIII': # IIII II 9„ ath 2 77 2468 -� - i S.IUB= H.S. GPT. 1 u - p �- 2 21 -O G. r � N 1 � \ AV. I LAV.�I -Orr W.G. � r GPT. H.5' I I�'IIII�,'�bllfi��rlkIilll'1 W IIIIlt�l:ll 2868 Iu6 j k' IhHlk . E' li I/�{'I III o �h 16 111 q HVAG DEC . ABOVE 11 STORAGE ' N NIis I v 6' 12u C 4 -2 ,, R - /��,{� a Ir_I I u - y2 I I 246 lq .� I (--V2 Owners --, I I - 0 FREE 5LIDE 5HELVE5 --_ -- -- ---- IwI11 at � II _ IIII / 8'-O" GLCG. 126 i I 33 I1 I 4 i 0 � �' H 1468 �■ C 25 'IIII \ I 1 1 S.IUB- a s I 3 _T CV I 800 OGD -.� / , _^ / I I I d 5.2UE3- u I r^ O I 2. rr 0 m r I C11 �t r -I -Porch--- O rAI -I I 2 5.2UB- I '-O' 8'-2�2" 12' 2 rr Main Floor Plan 10 O I O 2, 4,IN g' 2 21'-8" 2"1/4" = 1'-0" AT 2204 IN I/8" = P -O" AT IIxl7 1, 22'-U" !. GOMMONWALL COMMONWALL GOMMONWALL CL GOMMONWALL SQUARE FOOTAGES BIRCH - PLAN 1832 - ALTERNATE L, 5EE ELEVATION. 36"x36" CONCRETE STOOP. MAIN FLOOR 8,24 i 11 gg8, OTAI 1822 GARAGE 25q PORCH 66 LANAI 102 OPTIONAL COFFERED CEILING (A5 NOTED PLAN) Safety Harbor, Florida 34695 813 265 4808 I 2251 40. LINE OF FRAMING ABOVE. O 2' 4' g' 41. 42. LINE OF FRAMING WALL BELOW. 2X4 LOW WALL 42"1DRAWN: JOB NO: 02J14020 PROJ MCR: JD ST CHECKED:JTBIN I/4" = 1'-0" AT 22x34 � 6?6%mmmm� I/8" = I' -O" AT Ilxl f 43. 44. 2X6 LOW WALL 42" A.F.F.rAmM 36"H. OPEN WOOD RAILING. MAIN FLOOR PLAN - Al 1~ 45, FOR ADDITIONAL NOTES 5EE GENERAL NZ IIII � � O��Ri�n��a 11'1111, � z r I IIII X111 47. 48. 4q. _ � _I 8'-0" GL6. L62,-4„ 50. 51. -1- II�I�:I ' 3'-O II I "T0 { WALL CLEATS, PER BUILDER SPEC. I Owners I � r 111 I 1 Suite I h ,I i q' -O" TRAY GLC. 1221_41, I I I ,l �; I - r 111�I1I I � �� 1111111 1 L q' -O" 61-6, 2 O o GL6.- ll� 5,2UB- ..'J':„ifun KI I (, VOLUME GEILIN I 5'-10" 6'-10° 3r-rr rr 2'-V2'i I'-ql2" 2'-1' �I 34 ' II III I , � - - 1I - - -t 1•:111 Rl r d14', 2 5.2UB- -. '-O' 8'-2,/2 r 12' 2IV2 r 211 21'-8" 2.r I i. 22'-0" ! GOMMONWALL CL GOMMONWALL SQUARE FOOTAGES BIRCH - PLAN 1832 - ALTERNATE L, 5EE ELEVATION. 36"x36" CONCRETE STOOP. MAIN FLOOR 8,24 UPPER FLOOR gg8, OTAI 1822 GARAGE 25q PORCH 66 LANAI 102 OPTIONAL COFFERED CEILING (A5 NOTED PLAN) Safety Harbor, Florida 34695 813 265 4808 TOTAL 2251 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS A5 NOTED ON STRUCTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUI MONOLITHIC GONGRETE SLAB OVER VAPOR (D w� > BARRIER. REFER TO 5TRUGTURAL N �L= ENGINEERING DRAWINGS, TYP. N �SLL WINDOW5: o C") z A. ALL WINDOW5 SHALL GOMPLY WITH cn MINIMUM STANDARDS OUTLINED IN 0 APPLICABLE RE5. GHEGK5. FU< B. WINDOW 5UPPLIER TO VERIFY AT LEAST Iii LL 'z ONE WINDOW IN ALL BEDROOMS TO HAVE A Q EC CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. UIMEN51ON OF 24" IN HEI71-I"I- AND Lu 20" IN WIDTI-1; 51LL HEIGHT NOT GREATER x THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT R METERS ARE 5UBJECT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOUS FIN15H INSTALL PER LOGAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, um U.N.O. '. L. ALL EXTERIOR DIMEN51ON5 ARE r0 FACE OF GMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEC UNLE55 OTHERWISE NOTED. E: FLOOR PLAN NOTES: 1-THE FOLLOWING KEYNOTES REFERENCE THE 41 SYMBOLS AS SHOWN ON PLAN5: 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS 70 BE 5PAGED SUCH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU! TER5. RAILING/HANDRAILS ARE TO BE AT A 34"to MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH (ZD e co RETURNS PER LOCAL GODS, RAILING AT GUARDRAIL LOCATIONS -r0 BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOCUMENT Lu .2 GGRR-0125 a --I 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN t POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REQ. 4. SLOPE GARAGE FLOOR 1/8" PER FOOT 0 t�lllltr�ie�r TOWARD OVERHEAD GARAGE DOOR OPENINGa Ali . 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. INSTALL a�� c�✓j> o000 PER MANUFACTURER5 5PEGIFIGATION5. ALL 'A'l���•°• ®•°°°°•••`��i ori FACTORY BUILT FIREPLACES 5HALL GOMPLY ;s j, � � \ °�t�S WITH LOGAL GODE5 �.�. 'a �• 6. 2X4 LOW WALL 30"A.F.F. 'l Ij P �'; A 7. SINK W/ GARBAGE DISPOSAL-, �°,\O; lot 8. D15HWA5HER 7r q ° p q. RANGE 0 10. GOOK TOP �� 11. OVEN PR 12. REFRIGERATOR 5PAGE. N �,� rrrrll���� 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDESTAL SINK 15, 42" X `I2" GARDEN TUB 16. TILED 5HOWER W/ 6LA55 ENGL05URE, PER O BUILDER 5PEG. CD 11. 42"x60" TUB 18, 32" X 60" TUB/5HOWER Ill. LINEN 5HELVE5 20. WASHER 5PAGE 21. DRYER, VENT C_C �- CD 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM O ELEVATED 18 ABOVE GARAGE FLOOR FOR c= ELECTRIC WATER HEATER. 0 24. HAN50N BOX LO r- 25. 5HELVIN6 PER BUILDER 5PEG5. 26. ATTIC, AGGE55 (22"x32" U.N.0). 21. ATTIC AGGE55 W/ STAIRS (22 1/2"x54" U. 28. GYP5UM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. GYPSUM BOARD ARCH (5EE INTERIOR ELEVATION5) -r 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. A . W/ MDF GAP. 31. 5OFFIT, REFER TO EXTERIOR ELEVATION '11 r,l 1 HEIGHTS R ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATIONS BSB 33. HALF WALL W/ WOOD GAP OR OPTIONAL WALL WITH RAILING ABOVE. 34 PORCTI RAI 35. L, 5EE ELEVATION. 36"x36" CONCRETE STOOP. D E S 1 G rl 36. 6x8 BEAM, www.bsbdesigri.com _ - 31. 38. OPTIONAL UPPER GABINET5. OPTIONAL GABINET5. Lu 100 Main St. Suite 209 U Floor Plan 3q. OPTIONAL COFFERED CEILING (A5 NOTED PLAN) Safety Harbor, Florida 34695 813 265 4808 _pe 40. LINE OF FRAMING ABOVE. O 2' 4' g' 41. 42. LINE OF FRAMING WALL BELOW. 2X4 LOW WALL 42"1DRAWN: JOB NO: 02J14020 PROJ MCR: JD ST CHECKED:JTBIN I/4" = 1'-0" AT 22x34 � 6?6%mmmm� I/8" = I' -O" AT Ilxl f 43. 44. 2X6 LOW WALL 42" A.F.F.rAmM 36"H. OPEN WOOD RAILING. MAIN FLOOR PLAN - Al 45, FOR ADDITIONAL NOTES 5EE GENERAL NZ TRADITIONAL ELEVATIO BIRCH - LEFT SA+NFORD 46. ON TITLE SHEET 4 DETAILS. O��Ri�n��a 18" X 36" X 2" ART NICHE Traditional Elevation 47. 48. 4q. HORIZONTAL LAUNDRY CHUTE LOW WALL +42" A.F.F. 6YP5UM BOARD ARCH © 8'-O" To 8'-6" Lot 66 Birch - Plan 1332 50. 51. LOW WALL 32 „ A.F.F. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO 7 4 A 2 U L WALL CLEATS, PER BUILDER SPEC. tw"Im 52. 60"X60" GARDEN TUB C c S CL GOMMONWALL COMMONWALL 121-011 II 211-611 2 IL CL GOMMONWALL GOMMONWALL c c CL GOMMONWALL 22-011 rk GOMMONWALL Main Floor Pian- o 2' 4' 8' in I/4" = 1'-0" AT 2204 m INE I/8" = 1'-0" AT HAI COMMONWALL 221_011 SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL _ dJ 31 ! 28x0 qqg 5UBTOTAL 1822 GARAGE 25q PORCH 68 LANAI 102 Lanai OTAI. �I G~J �Z� N j O T-4" GL6. -)N C14 _ (Y 21 -(),II 31_p,II I 31-(J,II 41-511 m 1_511 Q) I O 5H 26 5H 269: 5H 26TEMP. 1 a wTGt , k � I APIrIV O O Ild O LO �I U) III, O Fam I ly .fl I NISI` 1 v> aU� Ih q'-4" GL6. - IL it ,Id Q) m -�_`yI u¢a Iw I I I J� LOW WALL +34 1/2" III"I' v u' 1111 1 GOUNTERTOP +l_36-" I 12 r Cafe '-4" L6. T --0o X B0U S.I Qq I '. ii� Ili 3'-10 2" 31_g11 q11 l 21/1/211 1f Cl � 21- I I _ �1-011 I1 O Kitchen 4. 1 5,IUB-" q -4 GLC. 1 e 13 -� Pantry III 14 I� 28 u_ 0 III ---^---- O.H.G. U �---- O.H.G.^ 41 q, 411 G I - I 13 I - V `�� w r; r i ,1Po q'- GI -6.1 0. E.4_111 2P�68SG _2668 �-- r q'-4" GL6. 2-611 a I I 1111 -- -- � 1 II^ I- a li l n I I III 11'1 1 IJ �I 1 -Car Garage ii J - - - - - I W-4" GL6. z IIIGI S.IUB- O v III;IL Foyer L- --- } I " � 4 GL6. I J I I I 1 Fx I/2 I IEMP. - - I �� - ; \ - 4 \ a0"10 OGD o I - 5.2UE - rch I 1 _1 - o I -O" 5'-3" 2'-3" H.B. 61_411 5'-1011 0 ry I 40 N �t- I 1 1lfd6fldVM1 4, 1, I III, IL CL GOMMONWALL GOMMONWALL c c CL GOMMONWALL 22-011 rk GOMMONWALL Main Floor Pian- o 2' 4' 8' in I/4" = 1'-0" AT 2204 m INE I/8" = 1'-0" AT HAI COMMONWALL 221_011 SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 824 UPPER FLOOR qqg 5UBTOTAL 1822 GARAGE 25q PORCH 68 LANAI 102 OTAI. 2251 O 2' 4' 8' 1/4" = 1'-0" AT 2204 Ila" = 1'-0" AT IIxI1 GOMMONNALL Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A, TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEGS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING ORAWIN65, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.1 5Q. 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 "I' -O" A.F.F ® 8'-I" PLATE HE161-IT E, ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS © DRYER VENT, HOOD VENT, R EXHAUST FANS. 6. GEMEN'rITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTFIERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTIIERN15E NOTED. FLOOR PLAN NOTES: I HE FOLLOWING KEYNOTES REFERENCE THE # SYMBOLS A5 5HOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. RAILING/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER OGAL CODE. RAILING AT GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOCUMENT GGRR-0125 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN P051TI ON. 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. 4. SLOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL PER MANUFACTURERS 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLACE5 SHALL COMPLY WITH LOCAL CODES 6. 2X4 LOW WALL 30"A.F.F. 1 SINK W/ GARBAGE 1)15PO5AL 8. DI5HWA5HER q. RANGE 10, GOOK TOP 11. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL 51NK 15. 42" X 72" GARDEN TUB 16. TILED SHOWER W/ GLA55 ENCLOSURE, PER BUILDER 5PEG. 11 42"x60" TUB 18. 32" X 60" TUB/SHOWER Iq. LINEN SHELVES 20. WA5HER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY 51NK. 23. PROVIDE NON-COMBU5 IBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. 24. HAN50N E30X 25. SHELVING PER BUILDER SPECS. 26. ATTIC AGGE55 (22"02" U.N.O.). 21 ATTIC AGGE55 W/ STAIRS (22 I/2"x54" U, 28. GYPSUM E30ARD OPENING (SEE INTERIOR ELEVATIONS) 2q. 5YP5UM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U. W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEIGHTS R ARCHITECTURAL DETAILS FOR - FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATION' 33. HALF WALL Wl WOOD GAP OR OPTIONAL WALL WITH RAILING ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35. 36"06" CONCRETE STOOP. 36. 6xb BEAM. 31. OPTIONAL UPPER CABINETS. 5b. OPTIONAL CABINETS. 3q, OPTIONAL COFFERED CEILING (AS NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW, 42. 2X4 LOW WALL 42"A,F.F. Fm 43. 2X6 LOW WALL 42" A.F.F. 44. 36"H. OPEN WOOD RAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL N ON TITLE SHEET $ DETAILS, 46, 1811 X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE a: 48. LOW WALL +42 A.F.F. 4q. GYPSUM BOARD ARCH @ 8'-O" TO 8'-6" Uj 50, LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO T 8 WALL CLEATS, PER BUILDER 5PEG, 52. 60"X60" GARDEN TUB 4 [I LTJ ii (a.. a' tO na 00 r•� Jz ._..i '•J.j U ZD tzCID -1 r �s JGWL T_ G~J �Z� N j O -)N C14 _ (Y C O APIrIV O O O LO U) Cwij O v> aU� IL W u¢a J� 4 [I LTJ ii (a.. a' tO na 00 r•� Jz ._..i '•J.j U ZD tzCID -1 r �s www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR; JD DRAWN: ST CHECKED:JTB/JD MAIN FLOOR PLAN OSANFORD TRADITIONAL ELEVATION BIRCH - RI6HTLot 67 Birch - Plan 1332 j O -)N _ (Y C O APIrIV O O O LO www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR; JD DRAWN: ST CHECKED:JTB/JD MAIN FLOOR PLAN OSANFORD TRADITIONAL ELEVATION BIRCH - RI6HTLot 67 Birch - Plan 1332 COMMONHALL GOMMONHALL 22'-0" NHALL mq 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxll CL GOMMONHALL 22'-0" GOMMONNALL SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR 8q4 UPPER FLOOR 103q 5WTOTAL IC133 GARAGE 24q PORCH 36 LANAI 102 OTAL 2320 er Floor Plan 2' 4' 8' 1'-0" AT IIxll COMMONHALL GOMMONHALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRANING5, TYP. NINDON5: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EG- RE55 OPENING OF 5.7 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ 1'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F o 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.U. L. ALL EXTERIOR DIMEN5I0115 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERMISE NOTED. ® FLOOR PLAN AN NOTES : THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 5HONN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. RAILING/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - 5EE DOCUMENT GGRR-0125 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REQ, 4. 5LOPE GARAGE FLOOR I/8" PER FOOT TONARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, AS SPECIFIED BY BUILDER. INSTALL PER MANUFACTURERS 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL GODE5 6. 2X4 LON HALL 30"A.F.F. 1. SINK N/ GARBAGE DISPOSAL 8. 1)15HHA5HER q. RANGE 10. GOOK TOP II. OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDESTAL SINK 15. 42" X 12" GARDEN TUB 16. TILED 5HONER H/ GLASS ENCLOSURE, PER BUILDER SPEC. Il. 42"x60" TUB 18. 32" X 60" TUB/5HONER 19, LINEN 5HELVE5 20. NA5HER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23, PROVIDE NON-GOMBUSfIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. 24. HAN50N BOX 25. SHELVING PER BUILDER SPECS. 26. ATTIC ACCESS (22"02" U.N.O.). 21. ATTIC ACCESS H/ 5TAIR5 (22 1/2"x54" U. 28. GYPSUM BOARD OPENING (SEE INTERIOR rb ELEVATIONS) 21. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30, 6YP5UM BOARD LON HALL, 38" A.F.F. (U.. . H/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEI6HT5 4 ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATION` 33. HALF NALL H/ HOOD GAP OR OPTIONAL " HALL KITH RAILING ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35. 36"x36" CONCRETE STOOP. 36. 6x8 BEAM, 31. OPTIONAL UPPER CABINETS. 38. OPTIONAL CABINETS. Uj 3q, OPTIONAL COFFERED CEILING (A5 NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41, LINE OF FRAMING HALL BELOW. 42. 2X4 LON HALL 42"A.F.F. 43. 2X6 LON HALL 42" A.F.F. 44. 36"H. OPEN HOOD RAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL N ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE 48. LON NALL +42" A.F.F. 4q. GYPSUM BOARD ARCH o 8'-O" TO 8'-6" Uj 50, LON HALL 32�" A.F.F. 51. 30" A.F.F. COUNTER N/ DIAGONAL 5UPPO T 4 HALL CLEATS, PER BUILDER SPEC. 52. 60"X60" GARDEN TUB Cvy 0 a sB BSB DESIGN www.bsbdesign.corrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MCR: JD DRAWN: ST CHECKED:JTB/JD FLOOR PLAN 05ANFORD TRADITIONAL ELEVATIO REDHOOD - LEFT Lot 68 Redwood - Plan 1943 v vi CV r` o �G~ 0 h0 v7 F o L' > w J W.J LU Lib u a ,x a,V) 'n (n Cvy 0 a sB BSB DESIGN www.bsbdesign.corrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MCR: JD DRAWN: ST CHECKED:JTB/JD FLOOR PLAN 05ANFORD TRADITIONAL ELEVATIO REDHOOD - LEFT Lot 68 Redwood - Plan 1943 -)-')I All GOMMONNALL C S CL COMMONNALL N WILLOW - PLAN 2059 - TRADITIONAL cn 770 UPPER FLOOR O TOTAL 2063 GARAGE 458 r. q LANAI q3 a 1 2623 Qau r C (j) CV nzE r� c0 poo C1 (Z:3 0 ao2 O V) Ln O '� O cv z �n �m� 0 O GOMMONNALL 8' 1/4" = 1'-0" AT T r � D 21 41 8 I/8" = I'-0" A7 Ilxll SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR 770 UPPER FLOOR 12ci3 TOTAL 2063 GARAGE 458 PORCH q LANAI q3 OTAL 1 2623 GOMMONNALL Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON57RUGTION: SHINGLE OR CONCRETE TILE ROOF (51YLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUGTURAL DRANI N65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LA13 OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRANINGS, TYP. NI NDON5: A. ALL NINDON5 SHALL COMPLY NITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EORE55 OPENING OF 5.1 50. FT. WITH MIN. DIMEN51ON OF 24" IN HE1611T AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) 1'-O" A.F.F @ 64" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS © DRYER VENT, HOOD VENT, d EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE, H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTFIERN15E NOTED. FLOOR PLAN NOTES: FHE FOLLOWING KEYNOTE5 REFERENCE THE # 5YMBOL5 A5 5HONN ON PLANS! I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILIN6/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOCUMENT GGRR-0125 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REQ. 4. SLOPE 6ARA6E FLOOR I/8" PER FOOT TOWARD OVERHEAD 6ARA6E DOOR OPENING. 5. FIREPLACE, AS SPECIFIED BY BUILDER. IN5TALI PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLACES 5HALL COMPLY NITH LOCAL GODE5 6. 2X4 LON NALL 30"A.F.F. 1. 51NK N/ GARBAGE DISPOSAL 8. DI5HNA5HER 1. RANGE 10. GOOK TOP 11. OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDESTAL SINK 15. 42" X 12" GARDEN TUB 16. TILED 5f IONER N/ G-LA55 ENCLOSURE, PER BUILDER SPEC. 17. 42"x60" TUB 18. 32" X 60" TUB/5HONER Iq. LINEN 5HELVE5 20. NA5HER SPACE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK, 23. PROVIDE NON-GOMBUSTIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELEGTRIG WATER HEATER. 24. HAN50N BOX 25, SHELVING PER BUILDER 5PEG5, 26. ATTIC AGGE55 (22"02" U.N.0). 21. ATTIC AGGE55 N/ STAIRS (22 1/2"x54" U. 28. GYPSUM BOARD OPENING (SEE INTERIOR tb ELEVATIONS) 2q. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATION5) 30. 6YP5UM BOARD LON NALL, 38" A.F.F. (U. N/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HE16H75 $ ARGHITECTURAL DETAIL5 FOR FIN15H. 32. PLANT SHELF, SEE EXTERIOR ELEVATION Rim 33, HALF NALL N/ HOOD GAP OR OPTIONAL NALL NITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35. 36"06" CONCRETE STOOP. 3(g. 6x8 BEAM. 31. OPTIONAL UPPER GABINE75. 38. OPTIONAL CABINETS. 3q. OPTIONAL COFFERED CEILING (AS NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING NALL BELOW. 42. 2X4 LON NALL 42"A.F.F. 43. 2X6 LON NALL 42" A.F.F. 44. 36"H. OPEN WOOD RAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL N ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE 48. LON NALL 02" A.F.F. 4q. 6YP5UM BOARD ARCH @ 8'-O" TO 8'-6" Uj 50. LON NALL 32�" A.F.F. 51. 30" A.F.F. COUNTER N/ DIAGONAL 5UPPO T. 4 NALL GLEAT5, PER BUILDER SPEC. 52. 60"X60" GARDEN TUB (0g s q..q.•N N0 s��llllP�a�� ")'i r- Qau (j) CV nzE r� c0 poo C1 (Z:3 ao2 O V) aj Irl- '� O LO z �m� 0 �0 (n F q Uj j3 F- .6 Lijch S�a i a i I 0 �e BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 mm JOB NO: 02J14020 PROJ MGR: JD DRAWN: Sr CHECKED:]"rB/JD FLOOR PLAN TRADITIONAL ELEVATION NILLON - LEFT SANFORD O�F'ARTM�'�/• Lot 69 Willow - Plan 2059 1 s q..q.•N N0 s��llllP�a�� Q�CD (j) CV [V c0 LL. (Z:3 O V) aj Irl- '� O LO �e BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 mm JOB NO: 02J14020 PROJ MGR: JD DRAWN: Sr CHECKED:]"rB/JD FLOOR PLAN TRADITIONAL ELEVATION NILLON - LEFT SANFORD O�F'ARTM�'�/• Lot 69 Willow - Plan 2059 1 vvII-wvv - L ntuvvvvu - L t>IHL;ri - Al - H blKL;M - A - L HEDWOOD - H WILLOW - R ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +O' -O" ELEVATION = +0'-0" 0 4' 1'-0" AT 2204 1'-0" AT IIxl7 0 Q IL amu. qqu�a� h1J � M o 00 s"i cq cq I- 7— __j .V CU -i i>' LL ��`��111111d`d�j1//'' / dd111111� c:) N g�ws T- r- za� z CV r �` 1-- LO O J N cv) Ows [fl Ca � c— OC—� U) z = - -• 1z O F =mcg in• 0�� U) 4 4 4 0 LU J z 0 W .Y 4e W a6 O gwa z� U 0 Q IL amu. qqu�a� h1J � M o 00 s"i cq cq I- 7— __j .V CU -i i>' LL ��`��111111d`d�j1//'' r A .. ® s, BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD UPPER FLOOR PLAN q�,11LD/A/G, SA.NFORD 6-PLEX LOT 69-64 / dd111111� c:) N r �` 1-- LO O J N cv) [fl Ca � c— OC—� U) = - -• 1z O F in• r A .. ® s, BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD UPPER FLOOR PLAN q�,11LD/A/G, SA.NFORD 6-PLEX LOT 69-64 I ICJCJCP OI A Tr - I LOT 64 WILLOW - R ELEVATION = +0'-0'I CK (L (L 2-12X48 DECORATIVE SHUTTERS AT 261-6" H.H. 6:12 SLOPE - - - �� -� ®■ ■li MISSi LOT 67 I BIRCH - Al - R ELEVATION = +0'-0" �k I I I I 6:12 SLOPE 6:12 SLOPE ELII UPPER PLATE TH• _ .. "-W:�_-lam I MAIN PLATE ELEVATION = +0'-0" Front Elevation O 4' 8' 16' 1'-0" AT 2204 1'-0" AT IIxl1 CL I I-V 1 00 1 LU i W) I LU 167 LOT 66 LOT 69 REDWOOD - R i BIRCH - A - L BIRCH A7 R i WILLOW - L ELEVATION = +0'-0" I RE®WOOD - L CL IL Y - ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" Rear Elevation - 0 4' 8' 16' I/8" = 1'-0" AT 22x34 1/16" = 1'-0" AT Ilxl-I TYPICAL CONSTRUCTION ASSEMBLIES; A. -FYPIGAL ROOF CONSTRUCTION: 5HINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY SPEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN0- ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWING5. G. 5LAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW 5UPPLIER 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; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) "1'-0" A.F.F © 8'-1" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS © DRYER VENT, HOOD VENT, $ EXHAUST FANS. G. GEMENTITIOU5. FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND 1-41 THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 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" PROJEGTED TRIM BAND GDLO q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND cr) 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 17. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE SHOWN), 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE 5HOWN) 23, IS"X7211 SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL SURROUND 50. 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 SIZE AS NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"A" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510INO A5 SPECIFIED BY 40. BUILDER SHAKE 51DINO 41. 12"X 60" DECORATIVE SHUTTER imm cn cc LU am An II14I,,I'I'� „,� � k pIi BSB DESIGN www.bsbdesigri.com 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD FRONT i REAR ELEVATIO ILD G' SANFORD 6 -FLEX R��`� LOT 69-64 O CV � CV GDLO �' O J N cr) CV � ��-- O CU a (/) FmDC7 r-� An II14I,,I'I'� „,� � k pIi BSB DESIGN www.bsbdesigri.com 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD FRONT i REAR ELEVATIO ILD G' SANFORD 6 -FLEX R��`� LOT 69-64 63 �t- UPPER WDW H. UPPER MAIN PI WN H.f MAIN FL GOMMONWALL UPPER PLATE NDN H.H. r- I I UPPER FLOOR MAIN PLATE I WDW H.H. 0 �I MAIN FLOOR Front EIevation'i COMMONWALL O 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT Ilxl1 �-■irr■■-■■r.r■r.r■w f u � r 1 r r r crm ■ - i 12 e - e * r �+ FRONT 51DE i 6:12 SLOPE �♦ q Mr.r■■rr■■rr■■.r■rrr�rff 'DINT GUT4x4 1 ■ e ■ ■ ' Ix6 ; 4x4 i i 1x6 FRONT SIDE r i �A■■.r■■rr■■rr■r.r■■�rr�• P41 Gil ♦♦ _ 1 ■ ■ e ■ 21511 1 1 if FRONT 51DE of ♦f4■rr■■r.■■rr■rr��� 12 6 6:12 SLOPE LI 12 6 12 6 I <r- UPPER PLATE NDN H.H. UPPER FLOOR MAIN PLATE 12 4f WDW H.H. MAIN FLOOR 0 �O d) 12 6 6:12 5LOPE 12 6 EE LI, LL -�]] I - I Rear Elevation_ O 2' 4' 8' IN I/4" = 1'-0" AT 22x34 m ON I/8" = 1'-0" AT Ilxl7 (. V rIrIUNMLL i .�.p®r■■rr■rr■■■■■rr■■■■r■r-®f® 12 � �� I'-6" ♦ i 6 ; POINT GUT 6x6 r e r e e ■ e e e ■ - IX6 � 0 e e CV ■ e 6x6 12 e e 1 �\ 6 j 1x8 11-411 A♦ FRONT 51DE �r ♦fry■r■wrr■■.r■rr■■.r■■rr■■rrr� 1� ♦' _ .. jos. . ... • . ■ O 2' 4' g1 1/4" = 1'-0" AT 2204 1/6" = 1'-0" AT Ilxll TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HINOLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR -101575 A5 NOTED ON STRUCTURAL DRAWINGS, G. SLAB ON 6RADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR C° o<w BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. N �� a WINDOWS: oNZ A. ALL WINDOW5 SHALL COMPLY WITH U) MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA57w 5LUz ONE WINDOW IN ALL BEDROOMS TO HAVE A Q tiger CLEAR EGRE55 OPENING OF 5.-7 50. FT. ❑ �N WITH MIN. DIMEN51ON OF 24" IN HE16HT AND uj 20" IN WIDTH; 51LL HEIGHT NOT GREATER (n J azin THAN 44" ABOVE FLOOR. u) wiz G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F o 1'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO - RELOCATION DUE TO FIELD CONDITIONS; 141, 4 CONTRACTOR TO VERIFY. _ _ F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAU5T FANS.. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. L; ,, EXTERIOR ELEVATION LEGEND r - - THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: I. ROOF PER BUILDER 5PE65. 2. METAL ROOFING 5Y5TEM. 3, IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH.'' 6. PROJECTED GEMENT PLASTER FINISH.' F I. 2"X I" PROJECTED TRIM BAND�3 8. 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 myl 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. C'm Auk eiT(iil�ttt tPtfj! 14. SIMULATED STONE SILL GAP,` ••. ••••�� �3J} °� 15. THIN 5ET BRICK SOLDIER HEADER. ,�'`' `.•°� •`'++ f'�,, 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE f�ij; v"^" 0 og W 18• DECORATIVE BRACKET PER PROFILE�- Iq. 8" 51MULATED WOOD HEADER `>\ pyo �? z 20. 18"X48" SHUTTER (ARGH TOP WHERE SHOWN). :• "�. S.0 21. 24" X 48" 5HUTTER 22. 18'X601' SHUTTER (ARCH TOP WHERE SHOWN) 0 , pkpld 23. 18 X72 SHUTTER (AP TOP WHERE SHOWN) CD t 1111111102 24. DECORATIVE LOUVER (ARCH TOP WHERE O SHOWN) 25. 36" HIGH POWDER GOATED ALUMINUM CV RAILING. r- 26. DECORATIVE POWDER COATED ALUMINUMhm ( � GRILLE. e CD 27. 8"X8" MEDALLION � r j 28. 18" DIAMETER MEDALLION 0 m �7 2q. 12"X12" TILE INLAY W/ QUATREFOIL c 7 N 5URROUNOQj 30. 8" DIAMETER FAUX CLAY PIPES.Li 31. 1/2" PAINTED REVEAL =3 70 a 32. 12"X 48" DECORATIVE 5HUTTER d, 33. 12"X 36" DECORATIVE SHUTTER Cu (D 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED SIZE AS NOTED, REFERENCE j STRUCTURAL PLAN5 FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE Tom 3q. 6" GEMENT 51DING A5 5PEGIFIED BY o B BUILDER 40. SHAKE 51DIN6cv -Am 41. 12"X 60" DECORATIVE SHUTTER N amu: am", wA cq 1%444 BSB D E 5 1 G N www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 cn813 265 4808 JOB NO: 02J14020 PHOJ MGR: JD DRAWN: ST, SR CHECKED:J'I"B/JD EXTERIOR ELEVATIONS WILD Q TRADITIONAL ELEVA-HO WILLOW - RIGHT SANFORD e ® ® ■ Lot 64 raamonalElevatiorwWillow - Plan 2059 m'u" 3ml 12 6 6:12 5LOPE 12 6 EE LI, LL -�]] I - I Rear Elevation_ O 2' 4' 8' IN I/4" = 1'-0" AT 22x34 m ON I/8" = 1'-0" AT Ilxl7 (. V rIrIUNMLL i .�.p®r■■rr■rr■■■■■rr■■■■r■r-®f® 12 � �� I'-6" ♦ i 6 ; POINT GUT 6x6 r e r e e ■ e e e ■ - IX6 � 0 e e CV ■ e 6x6 12 e e 1 �\ 6 j 1x8 11-411 A♦ FRONT 51DE �r ♦fry■r■wrr■■.r■rr■■.r■■rr■■rrr� 1� ♦' _ .. jos. . ... • . ■ O 2' 4' g1 1/4" = 1'-0" AT 2204 1/6" = 1'-0" AT Ilxll TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HINOLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR -101575 A5 NOTED ON STRUCTURAL DRAWINGS, G. SLAB ON 6RADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR C° o<w BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. N �� a WINDOWS: oNZ A. ALL WINDOW5 SHALL COMPLY WITH U) MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA57w 5LUz ONE WINDOW IN ALL BEDROOMS TO HAVE A Q tiger CLEAR EGRE55 OPENING OF 5.-7 50. FT. ❑ �N WITH MIN. DIMEN51ON OF 24" IN HE16HT AND uj 20" IN WIDTH; 51LL HEIGHT NOT GREATER (n J azin THAN 44" ABOVE FLOOR. u) wiz G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F o 1'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO - RELOCATION DUE TO FIELD CONDITIONS; 141, 4 CONTRACTOR TO VERIFY. _ _ F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAU5T FANS.. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. L; ,, EXTERIOR ELEVATION LEGEND r - - THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: I. ROOF PER BUILDER 5PE65. 2. METAL ROOFING 5Y5TEM. 3, IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH.'' 6. PROJECTED GEMENT PLASTER FINISH.' F I. 2"X I" PROJECTED TRIM BAND�3 8. 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 myl 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. C'm Auk eiT(iil�ttt tPtfj! 14. SIMULATED STONE SILL GAP,` ••. ••••�� �3J} °� 15. THIN 5ET BRICK SOLDIER HEADER. ,�'`' `.•°� •`'++ f'�,, 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE f�ij; v"^" 0 og W 18• DECORATIVE BRACKET PER PROFILE�- Iq. 8" 51MULATED WOOD HEADER `>\ pyo �? z 20. 18"X48" SHUTTER (ARGH TOP WHERE SHOWN). :• "�. S.0 21. 24" X 48" 5HUTTER 22. 18'X601' SHUTTER (ARCH TOP WHERE SHOWN) 0 , pkpld 23. 18 X72 SHUTTER (AP TOP WHERE SHOWN) CD t 1111111102 24. DECORATIVE LOUVER (ARCH TOP WHERE O SHOWN) 25. 36" HIGH POWDER GOATED ALUMINUM CV RAILING. r- 26. DECORATIVE POWDER COATED ALUMINUMhm ( � GRILLE. e CD 27. 8"X8" MEDALLION � r j 28. 18" DIAMETER MEDALLION 0 m �7 2q. 12"X12" TILE INLAY W/ QUATREFOIL c 7 N 5URROUNOQj 30. 8" DIAMETER FAUX CLAY PIPES.Li 31. 1/2" PAINTED REVEAL =3 70 a 32. 12"X 48" DECORATIVE 5HUTTER d, 33. 12"X 36" DECORATIVE SHUTTER Cu (D 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED SIZE AS NOTED, REFERENCE j STRUCTURAL PLAN5 FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE Tom 3q. 6" GEMENT 51DING A5 5PEGIFIED BY o B BUILDER 40. SHAKE 51DIN6cv -Am 41. 12"X 60" DECORATIVE SHUTTER N amu: am", wA cq 1%444 BSB D E 5 1 G N www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 cn813 265 4808 JOB NO: 02J14020 PHOJ MGR: JD DRAWN: ST, SR CHECKED:J'I"B/JD EXTERIOR ELEVATIONS WILD Q TRADITIONAL ELEVA-HO WILLOW - RIGHT SANFORD e ® ® ■ Lot 64 raamonalElevatiorwWillow - Plan 2059 m'u" 3ml (L GOMMONNALL 6:12 SLOPE ❑I i CL COMMONNALL I �rirossssrrrrrrrssssseA� L W o - N POINT GUT 4x4 �sl � r ■ r r r r C) ■ r r - U) r Ix6 i add 4�� 2 0 4x4 r r r r Ix6 � � ��� FRONT 51DE -�'0 18 ++. .# �Ar.rrrrrrrrrrsssrarsr®w� CE GOMMONNALL Front Elevation.,MMONNALL O 2' 4' 8' IN I/4" = 1'-0" AT 2204 m INE I/8" = 1'-0" AT HAI z PLATE i DN H.H, FLOOR 1 PLATE ti ^IDN H.H. AL I FLOOR . <r- I GOMMONNALL 6:12 SLOPE ❑I EL -115:12 SLOPE CL GOMMONNALL Rear Elevation CL GOMMONNALL O 21 4' 8' IN I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxlI UPPFR PLATE. i1D1dH.H. -UI_'_P R. ELQQPL CAIN PI ATE J'JDN H.H I o i GOMMONNALL ti- n - TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRE"TE 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 i GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRANING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.1 50. FT. KITH 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.O.) T -O" A.F.F @ 8'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; GOMTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5 T FAN5. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTFIERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTFIERN15E NOTED. EXTERIOR ELEVATION LEGEND FTHE FOLLONIN6 KEYNOTES REFERENCE THE SYMBOLS A5 5HONN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH, 7. 2"X I" PRO.JEGTED 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" PROJEGTED 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, DECORATIVE BR.AGKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP NFIERE 5HONN) 23. I8"X12" SHUTTER (ARGI-I TDP WHERE 5HONN) 24, DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HI6H PONDER COATED ALUMINUM RAILING. 26. DEGORATIVE PONDER COATED ALUMINUM GRILLE. 21 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY N/ QUATREFOIL SURROUND -30. 8" DIAMETER FAUX CLAY PIPES. 31. I/2" PAINTED REVEAL 32, I2"X 48" DECORATIVE SHUTTER 33. 12"X 36" DEGORATIVE SHUTTER 34. DECORATIVE GOLUMN I/2" HARDI FINISH (FINI5HED 51ZE AS NOTED, REFERENCE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35, I2"XI" PROJECTED KEYSTONE 36. 8"XI" PROJEGTED KEYSTONE 37, 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING AS 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 cq 41. 12"X 60" DECORATIVE SHUTTER (j) Fm WET Traditional Elevation (L ua_ ® LID a u ® lap" a; o; :v N < 00 ' s /q b Op ( IM 7d NO 'i v i� J6, [ �'�s�ffftaaaa� � O O N � N O � O (z) c� N C9 cu Lj- O c- -0AFWArV d' O c-_ c- O �f7 � 0- r, EIRS s I� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED:JTB/JD EXTERIOR ELEVATIONS(TRADITIONAL �VILU��C ELEVATIREDWOOD - RIGHT NFpf7D L®t 65O�1FlTME�a Redwood - Plan 1943 L W o - N �sl (4 C) U) add 4�� 2 0 � Fm s W "i w5� "YaW W U U) N New cj) AIM rl 0 0 Lm �., YE Q ua_ ® LID a u ® lap" a; o; :v N < 00 ' s /q b Op ( IM 7d NO 'i v i� J6, [ �'�s�ffftaaaa� � O O N � N O � O (z) c� N C9 cu Lj- O c- -0AFWArV d' O c-_ c- O �f7 � 0- r, EIRS s I� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED:JTB/JD EXTERIOR ELEVATIONS(TRADITIONAL �VILU��C ELEVATIREDWOOD - RIGHT NFpf7D L®t 65O�1FlTME�a Redwood - Plan 1943 Q �1- a- UPPER PLA NDN H.H. UPPER FLOOR C - _ MAIN PLATE WDW H.H. MAIN FLOOR CL GOMMONWALL II I I CL GOMMONWALL ❑I 6:12 SLOPE 1211x12" 1 GOMMQNWALL � e�orrrrrrrrerrrrr�ror��1 Off♦ '*4 POINT GUT T j4x4 , " r r " _! Ix6 4x4 i ♦ r i Ix6 1'-0" " �`..'�♦ ♦° 1 1 ♦°° 12 FRONT SIDE 6 ��arrrrrrrrrrrrrrrrrrrrr° r e ■ r ■ 7 r 21 ID i- ■ q ■ ■ " " r r " q I.. 11-011 I.. r " r " r q " " 7 r GOLUMN DETAIL 1-1 F77 +'��rwrrrrrrrrrrrrr�a�♦•• Front Elevation O 21 4' 8' e I/4" = I' -O" AT 22x34 1/5" = 1'-0" AT IIxi� GOMMONWALL UPPER PLATE WDW H.H. UPPER FLOOR MAIN PLATE WDW H.H. MAIN FLOOR GOMMONWALL GOMMONWALL I I , (TYP) I❑ 6:12 SLOPE 3:12 SLOPE C GOMMONWALL Rear Elevation O 2' 4' 1/4" = 1'-0" AT 2204 Ilb" = 1'-0" AT I1xl-1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GONSTRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEC5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL, B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON 6RADE FLOOR GON51RUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP, WINDOWS: A. ALL WINDOW5 SHALL. COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.� 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: ,5'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F @ 5'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL! ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, & EXHAUST FAN5, 6. GEMENTITIOUS FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLESS OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 5HOWN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6'IX I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND II. 12"X I" PROJEGTED TRIM BAND 12. 611 FRIEZE BAND 13. 51MULATED STONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 17. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. W SIMULATED WOOD HEADER 20. 16"X4811 SHUTTER (ARCH TOP WHERE 5HOWN). _ - 21. 24" X 48" SHUTTER 22. 1811X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 18"X72" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. WX811 MEDALLION 28. 18" 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 5HUTTER - - 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENGE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJEGTED KEYSTONE 36. 8"X111 PROJECTED KEYSTONE 37. 611X111 PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE ymm CL 3q. 6" GEMENT SIDING A5 5PEGIFIED BY GOMMONWALL BUILDER (0 -j T- "LJ 1- C GOMMONWALL Rear Elevation O 2' 4' 1/4" = 1'-0" AT 2204 Ilb" = 1'-0" AT I1xl-1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GONSTRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEC5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL, B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON 6RADE FLOOR GON51RUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP, WINDOWS: A. ALL WINDOW5 SHALL. COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.� 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: ,5'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F @ 5'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL! ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, & EXHAUST FAN5, 6. GEMENTITIOUS FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLESS OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 5HOWN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6'IX I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND II. 12"X I" PROJEGTED TRIM BAND 12. 611 FRIEZE BAND 13. 51MULATED STONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 17. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. W SIMULATED WOOD HEADER 20. 16"X4811 SHUTTER (ARCH TOP WHERE 5HOWN). _ - 21. 24" X 48" SHUTTER 22. 1811X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 18"X72" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. WX811 MEDALLION 28. 18" 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 5HUTTER - - 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENGE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJEGTED KEYSTONE 36. 8"X111 PROJECTED KEYSTONE 37. 611X111 PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE ymm CL 3q. 6" GEMENT SIDING A5 5PEGIFIED BY GOMMONWALL BUILDER (0 azo T- 2aU ' 04 C) U_ 0 o ao� z =� 0 �Oa �V (n F LU w V 5 F, e G W ZUU (n ,q BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED:JTB/JD EXTERIOR ELEVATIONS�V�t D/N� TRADITIONAL ELEVATIO BIRGH - LEFT USANFORf)Lot 66 Birch - Plan 1832 CK GOMMONWALL I i .�p®rrrAearrrrrrerearrrr�a� i POINT GUT 4x4 - 1 r ■ r r r r ■ r i �fl r r = Ix6 r r I ■ j4x4 r ° ■ r o° Ix6I '-O � k ■ I °°°o 1 1 0° ♦.� FRONT 51DE �r 12 �asmrrrrsrArrrrrrrrreirr►� 6 ♦.�®rrrarrrrrrrrar:la. se u � ! 3: r ■ ■ r � e r ■ r cry ■ r � I ■ ■ ■ ■ r " 1 r ■ r ■ ■ r ■ ■ � r ■ r - ■ r ! GOLUMN DETAIL r � +°°aArrrrrrAeieerrrrr®W•♦♦ 6:12 SLOPE[T] CE GOMMONWALL ♦•rrsrrrrrrrrrrrrrr�ra° ■ 1 3 21 � r FRONT 51DE i 12 °�a�rrrrrrrarrrrrr�r� ■ 6 I ■ ■ ■ ■ ■ 42 ■ ■ ■ UPPER PLATE ■ WPW H.H. UPPER FLOOR ,� i .rrrrrrrrrrrAr! ��rMAIN PLATE _ 17 WDW H.H. MAIN FLOOR A 12X12 GOMMONWALL � Front Elevation GOMMONWALL O 2' 4' g' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 GOMMONWALL UPPER PLATE WDW H.H. I i UPPER FLOOR i GOMMONWALL 6:12 SLOPE .�,,MRear Elevation O 2' 4' g' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI 1 COMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR SHEATHING ON FLOOR TRU55ES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION; MONOLITHIC CONCRETE SLAB OVER VAPOR www BARRIER. REFER TO 5TRUGTURAL N ENGINEERING DRAWINGS, TYP. �3w WINDOWS: C1 0 A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN Z K� APPLICABLE RES. GHEGK5.�� B. WINDOW 5UPPLIER TO VERIFY AT LEAST w w aa' ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50, FT. ❑ ��LL WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND W va 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. U) ego G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F,F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 8'-1" PLATE HEIGHT (U.N.O.) do E. ELECTRICAL:am , ALL ELECTRICAL AND MECHANICAL 44 EQUIPMENT 4 METERS ARE 5U13JEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER 0 VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, ' U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLESS OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES i F� UNLE55 OTHERWI5E NOTED, EXTERIOR ELEVATION LEGEND E THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS 5HOWN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. 1X6 ALUMINUM WRAPPED RAKE ? 5. GEMENT PLASTER FIN15H. n� 00 6. PROJEGTED GEMENT PLASTER FINISH. ®, 1. 2"X I" PROJEGTED "FRIM BAND 8. 4"X I" PROJECTED TRIM BAND __j U-1 <� q. 6"X I" PROJECTED TRIM BAND `a 10. 8"X I" PROJECTED TRIM BAND" ILI- 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. i 14. 51MULA"TED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER.`'�''" �® 16. DECORATIVE TRIM PER PROFILE ® rJ�:y%r,`� 17. DECORATIVE GORBEL PER PROFILE '";tt! Zw "�z C0t; 18, DEGORATIVE BRACKET PER PROFILE Iq. 8 SIMULATED WOOD HEADER Lm ;X 20. 1811 X48II SHUTTER (ARGI-I TOP WHERE SHOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 0 23. 18"X�2" SHUTTER (ARCH TOP WHERE 5HOWN) Q /1111111e��h� 24. DECORATIVE LOUVER (ARCH TOP WHERE N 5HOWN) 25. 36" HIGH POWDER COATED ALUMINUM CV RAILING. r` 26. DECORATIVE POWDER COATED ALUMINUMco GRILLE. Q 21. 8"X8" MEDALLION LO CD 28. 18" DIAMETER MEDALLION N 2q. 12"XI2" TILE INLAY W/ QUATREFOIL 5URROUND cu _j 1 30. 8" DIAMETER FAUX CLAY PIPES. c- L d 31. 1/2" PAINTED REVEAL O 32. 12"X 48" DECORATIVE SHUTTER BRIM 33, 12"X 36" DECORATIVE SHUTTER Co 34. DECORATIVE COLUMN 1/2" HARDI FIN15H '-' C (FINI5HED 51ZE A5 NOTED, REFERENCE d O 5TRUGTURAL PLANS FOR LOAD BEARING r GOLUMN5). 35. 12"XI" PROJEGTED KEYSTONE 36. 8"X1" PROJECTED KEYSTONE 31. 6"A" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEY5TONE m 3q. 6" GEMENT 51DIN6 A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER cq BSB D E 5 1 G N www.bsbdesigti.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED:JTB/JD EXTERIOR ELEVATIONS TRADITIONAL ELEVATIO BIRCH - RIGHT SANFORD 0�AAF1'fM`�`� Lot Of Traditional Birch - Plan 1332 A;j.1 CE GOMMONNALL I 001......®.a.........b...s POINT GUT 4x4 ■ r I ■ r ■ ■ a � r _! Ix6 4x4 ■ Ix6 1'-0" FRONT SIDE �■ �•`••r��� j2121 10 UPPER PLATE NDN H.H. T r -- UPPER FLOOR MAIN PLATE NDN H.H. MAIN FLOOR I I , I I I COMMONHALL 6:12 SLOPE 12 6 Front Elevation D 2' 4' b' 1/4" = 1'-0" AT 2204 Ilb" = 1'-0" AT IIxI1 CL (L CL GOMMONHALL GOMMONHALL GOMMONNALL � � I I I I UPPER PLATE NDN H.H. UPPER FLOOR MAIN PLATE NPH H.H. MAIN FLOOR I I I I I 3 (IYP,) �L1 I q 3 I 6:12 SLOPE LI'11 I I I GOMMONNALL GOMMONNALL GOMMONNALL -Rear Elevation - 0 2' 4' V' 1/4" = 1'-0" AT 2204 Ilb" = 1'-0" AT IIA -1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE -FILE ROOF (STYLE VARIES, PER COMMUNITY 5PEGS) OVER ROOF 51IEATHING AND ROOF FRAMIN<v PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" -LONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANING5, TYP. HINDOH5: A. ALL NINDOH5 SHALL GOMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RE5. CHECKS. B. HINDON SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRE55 OPENING OF 5:1 50. FT, WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. C. TYPICAL WINDOW HEAD HEIGHT: b' -O" A.F.F © W-4" PLATE HEIGHT (U.N.0) T -O" A.F.F © b' -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDFLION5; GONTR.AGTOR TO VERIFY. F. NVAG: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FINISH INSTALL PER LOCAL GORE. t1, DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUP5 UNLE55 OTHERHISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERNI5E NOTED. EXTERIOR ELEVATION LEGEND #❑THE FOLLONING KEYNOTES REFERENCE THE SYMBOLS A5 5HONN ON PLANS: I. ROOF PER BUILDER 5PEG5, 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM NRAPPED FASCIA 4. IX6 ALUMINUM HRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJEGTED GEMENT PLASTER FINISH. 1. 2"X I" PROJEGTED TRIM BAND b. 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. b"X I" PROJEG"IED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN SEL BRICK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 11. DECORATIVE GORBEL PER PROFILE Ib. DEGORATIVE BRAGKET PER PROFILE Iq. b" SIMULATED HOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 4b" 5HUTTER 22. I b"X60" SHUTTER (ARGH TOP WHERE 5HOHN) 23. Ib"X72" SHUTTER (ARGI-i 1 -OP NHERE SHORN) 24. DEGORATIVE LOUVER (ARGH TOP WHERE 5HONN) 25. 36" HIGH PONDER COATED ALUMINUM RAILING. 26. DEGORATIVE PONDER GOATED ALUMINUM GRILLE. 2-1. b"Xb" MEDALLION 2b. Ib" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL SURROUND 30, b" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 4b" DEGORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE AS NOTED, REFERENGE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. b"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 3b. 4"XI" PROJEGTED KEYSTONE 3q. 6" GEMENT SIDING AS 5PEGIFIED BY 40, BUILDER SHAKE SIDING 41. 12"X 60" DEGORATIVE SHUTTER cn �mm Traditional CL � Zw T �~w NC14 Hm ZJ czs W 0. 1 -UO C) &w� w z �m� 0 LOJ co U JJ FNz W N z Q V Z� LU D0 (n a U) Arm qL mrm � y m CV � 00 C _ t Li r LL ( ,`e�ttttti�t� so CV ' C V7 N c'- O CD 0 m F, J CN M CV CO C13 J ti LL_ O O qj U) FMT- -� O Lr) iii i�. 11' ,-V"- BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD EXTERIOR ELEVATIONS /e0W110�,y� TRADITIONAL ELEVATI , N REPHOOD - LEFT SANfipRp c Lot 66 0 RTV 4" Redwood - Plan 1943 1 #AwemmmMom" MOWN mmmrrrrmm® e POINT GUT -4x4 1 r ■ r r r N4x4 ■ ■ 6 1 Ix FRONT 51DE ♦�ydmmmmmmmmmmmmm®mmm®® ♦.-pwmmmmmmrmmmmmmmmryv♦ 6" yu r r 1 i ■ FRONT SIDE '♦yywa®®®®®mm®®mmrmm�r�• GOMMONWALL O 2' 4' - 8' in I/4" = 1'-0" AT 22x34 I/6" = 1'-0" AT IIxI1 ♦.Acsmmmmmmmmmmmmmmmrmrmmmmmmtyy ♦ POINT GUT 6x6 + � ; ■ ■ r ■ r ■ r r r e O Ix6 r N r e 6x6 ■ 12 r � r ■ j Ix6 I'-4" � 6 o FRONT 51DE �� gyp♦ •yerrrrmmmmmmeammeammmmrrrmmm�r�� i GOMMONWALL Z PLATE FLOOR 4 PLATE I FLOOR 12 6 i LN ■ 1. 12 6 0 6:12 SLOPE 12 6 12 GOMMONWALL i i 12 �6 6:112 SLOPE 12 I❑ 6:12 SLOPE 6:12 SLOPE 3 a 8. (TYP.) i CL Rear Elevation GOMMONWALL O 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/6" = I' -O" AT IIxI 1 00a®mommmmmmm®mmmm.y 12 r � e i FRONT SIDE i ♦y'aemm®mmrmmmarmmrmm°®•♦ i i ♦♦ 6:12 SLOPE :" Left Side Elevation O 2' 4'' 1/4" = 1'-0" AT 2204 1/6" = 1'-0" AT IIA -1 UPPER PLATE UPPER FLOOR - 12 MAIN PLATE 4 - TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE i GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRAWING5. G. 5LAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAWIN65, TYP. WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EORE55 OPENING OF 5.`I 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: 6'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F @ 6'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLESS UTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWI5E NOTED. EXTERIOR ELEVATION LEGEND 1-41 THE FOLLOWING KEYNOTES REFERENCE THE MAIN FLOOR SYMBOLS A5 5HOWN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6, PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 6"X I" PROJEGTED 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 BRICK SOLDIER HEADER. 16, DECORATIVE TRIM PER PROFILE 1"I. DEGORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 6" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARGH TOP WHERE SHOWN). 21. 24" X 46" SHUTTER 22. 16"X60" SHUTTER (ARGH TOP WHERE SHOWN) 23. 16"X72" 5HUTTER (ARGH TOP WHERE SHOWN) 24. DEGORATIVE LOUVER (ARGH TOP WHERE SHOWN) 25, 36" HIGH POWDER GOATED ALUMINUM RAILING. 2(g. DECORATIVE POWDER COATED ALUMINUM GRILLE. 27, 6"X6" MEDALLION 26. I6" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30, 6" DIAMETER FAUX GLAY PIPES. 31. 1/2" PAINTED REVEAL UPPER PLATE 32. 12"X 46" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED 51ZE AS NOTED, REFERENCE IIS'' II STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). - 42 35. 12"XI" PROJECTED KEYSTONE " 36. 6"XI" PROJECTED KEYSTONE a� 31. 6"XI" PROJECTED KEYSTONE 36. 4"XI" PROJECTED KEYSTONE II 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 04 UPPER FLOOR 41. 12"X 60" DECORATIVE SHUTTER MAIN PLATE n (n MAIN FLOOR Trd'w%ditional Elevatioru LL. (9 wZvi o Qoz K Zs 0 rn F -C F- W J a z W y2� F=QO a S% vi FM Uj E Fes• CD r ® C"i x: 'T'.6 0 Ad AP AM ``o!e►►►ltuttii��i i� °R% r <zq ..� OO "'fil!l►►� r, � N O N C/3 O O ---� N (j) CY7 N r- O O co _ LO ® a BSB DESIGN www•bsbdesigrixorn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO; 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED; T�1�Q SNC EXTERIOR ELEVATIONS TRADITIONAL ELEVATIO SAJNI FouD WILLOW - LEFT Lot 69 Willow - Plan 2059 A3.1 UWwL CI' 6:12 5LOPE M F- 6:12 SLOPE m 6:12 5LOPE 1-11 Right O 4' b' 16' Ilb" = 1'-0" AT 2204 1/16" = 1'-0" AT IIxI1 6:12 SLOPE I 6:12 SLOPE6:12 SLOPE _ o a O 4' F5' 16' IN Rmw Ilb" = 1'-0" AT 2204 I/16" = 1'-0" AT HAI TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 5/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON 5TRUCTURAL DRANINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAHIN65, TYP. HINDOH5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.7150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16FIT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: b' -O" A.F.F © q'-4" PLATE HEIGHT (U.N.0) 1'-O" A.F.F © b' -I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTIIERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. EXTERIOR ELEVATION LEGEND aTHE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 5HONN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM NRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINI51-1. 6. PROJECTED GEMENT PLA5TER FINISH. "I. 2"X I" PROJECTED TRIM BAND b. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. b"X I" PROJECTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. b" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE Ib. DECORATIVE BRACKET PER PROFILE Iq. b" SIMULATED HOOD HEADER 20. I b"X4b" SHUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 4b" SHUTTER 22, 18"X60" SHUTTER (ARCH TOP WHERE SHOW 23. Ib"X12" SHUTTER (ARGH TOP NHERE 5HONN) 24, DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 56" HIGH PONDER COATED ALUMINUM RAILING. 26. DECORATIVE PONDER COATED ALUMINUM GRILLE. 21. b"Xb" MEDALLION 2b. Ib" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY H/ QUATREFOIL SURROUND 30. b" DIAMETER FAUX CLAY PIPES. 31, 1/2" PAINTED REVEAL 52, 12"X 4b" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. b"XI" PROJECTED KEYSTONE 51. 6"XI" PROJECTED KEY5TONE 3b. 4"XI" PROJECTED KEYSTONE Irmo 3q. 6" GEMENT 51DING A5 SPECIFIED BY BUILDER 40. SHAKE SIDING 04 41. 12"X 60" DECORATIVE SHUTTER cm 1 I �l ca ��� �gggpoqeeqqqq�;.!Fo�"0, pCNR ®�latalti�� �V)N 'L N � N O --A CV CV t� �9 LL- O oz� h ca ® �= N r ��o C) U) aaN W O W %) w w z was bLU� LcUia 0.a (r) o I �l ca ��� �gggpoqeeqqqq�;.!Fo�"0, www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MOR: JD DRAWN: ST, SR CHECKED: JD 51DE ELEVATIONS (,S N1✓t�RD6-PLEX��nn�� LOT 69-64 OA 0139 �i pCNR ®�latalti�� N � Lo O O --A CV CV t� �9 LL- O ca ® �= N r �i7 t-- �s :ECL www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MOR: JD DRAWN: ST, SR CHECKED: JD 51DE ELEVATIONS (,S N1✓t�RD6-PLEX��nn�� LOT 69-64 OA 0139 �i BIRCH -A1 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 1 8 38.1 SQ.IN, 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 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: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 2 38.1 SQ.IN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 0 140.0 SQ.IN. 0.0 SQ. IN BIRCH -A ATTIC VENTILATION AREA 1: ATTIC AREA: 1151 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 552 SQ, IN PROPOSED VENTILATION: 585.0 SQ, IN VENT TYPE MFR; I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 8 38.1 SQ.IN, 305,0 SQ, IN UPPER 50% ATTIC SPACE: LAMANCO 770D 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: I QUAN: AREA: I TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 2 38.1 SQ.IN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 0 140.0 SQ.IN. 0.0 SQ. IN REDWOOD ATTIC VENTILATION AREA 1: ATTIC AREA: 1120 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 538 SQ. IN PROPOSED VENTILATION: 546,8 SQ. IN VENT TYPE MFR: QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 7 38.1 SQ.IN. 266.8 SQ. IN UPPER 50%ATCIC SPACE: LAMANCO 770D 2 1 140.0 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: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 2 38.1 SQ.IN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 0 140.0 SQ,IN. 0,0 SQ. IN WILLOW ATTIC VENTILATION AREA 1: ATTIC AREA: 1347 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 647 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. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 140.0 SQ,IN. 280.0 SQ. IN 4'-0" 4'-O"41_011 4'-O" � •-i '-011 41-011 o � I TYP.- I 'SGa � V o ��Q 6:12 5LO I � I � ua q0— 9 AREA I �— — �- - -------^-_ AREA 2 AREA 2 AREA OF FIRE AREA OF FIRE RE515TAN-F ROOF f RE515TANT ROOF 5HEATHIN6 - NO 5HEATHING - NO PENETRATIONS PENETRATION5 ALLOWED IN THIS / ALLOWED IN THI5 AREA / AREA ua �V O AREA I / / AREA I ✓117/11 HVAG BELOW J N � O N U/ l k - UJ Q - /� q 6:1241— E 6:12 , I L, �,� �2 5LOPE / I o 5LOPE 5LOPE / I C9P I A— — ---------- L------- -------- S'V J � J � 4'-O" 4'-O" LOT 69 LOT 68 WILLOW - L REDWOOD - L ELEVATION = +0'-0" ELEVATION = +0'-0" `fj i 1/I HVAG BELOW 2 4'-0" 4'-0" w---_- mi/ AREA 2 / f AREA OF FIRE RE515TANT ROOF f 5HEATHING - NO PENETRATION5 / / ALLOWED IN THI5 AREA / AREA I HVAG BELOW 121 6:12 SLOPE ------- �` /` h=7=�---------------T- W /� (-! U1 w Q 6:12 o Q 5LO - ,--- ' -- --------- ------1 - _j i 6:IP i 15� LpPE SLOPE _j�- --- - d:) I p LOT 67 LOT 66 BIRCH - Al - R BIRCH - A - L ELEVATION = +0'-0" ELEVATION = +0'-0" Roof Plan O 4' P ' 16' 1'-0" AT 22x34 1/16" = 1'-0" AT IIx17 AREA 2 AREA OF FIRE RE515TANT ROOF 5HEATHIN6 - NO PENETRATIONS ALLOWED IN THI5 AREA AREA I 0 jI I HVAG BELOW J t CL 4'-0" 1 4'-0" f—-------------= IIq/ I/ L LOPE I Q � _1- -bil 8 - I v � RIDGE 612 I I 5 I I CN { 0 11' `s' �,ti� HVAG i3ELOW E Jay I � �— — �- - -------^-_ AREA 2 AREA 2 AREA OF FIRE AREA OF FIRE RE515TAN-F ROOF f RE515TANT ROOF 5HEATHIN6 - NO 5HEATHING - NO PENETRATIONS PENETRATION5 ALLOWED IN THIS / ALLOWED IN THI5 AREA / AREA ua �V O AREA I / / AREA I ✓117/11 HVAG BELOW J N � O N U/ l k - UJ Q - /� q 6:1241— E 6:12 , I L, �,� �2 5LOPE / I o 5LOPE 5LOPE / I C9P I A— — ---------- L------- -------- S'V J � J � 4'-O" 4'-O" LOT 69 LOT 68 WILLOW - L REDWOOD - L ELEVATION = +0'-0" ELEVATION = +0'-0" `fj i 1/I HVAG BELOW 2 4'-0" 4'-0" w---_- mi/ AREA 2 / f AREA OF FIRE RE515TANT ROOF f 5HEATHING - NO PENETRATION5 / / ALLOWED IN THI5 AREA / AREA I HVAG BELOW 121 6:12 SLOPE ------- �` /` h=7=�---------------T- W /� (-! U1 w Q 6:12 o Q 5LO - ,--- ' -- --------- ------1 - _j i 6:IP i 15� LpPE SLOPE _j�- --- - d:) I p LOT 67 LOT 66 BIRCH - Al - R BIRCH - A - L ELEVATION = +0'-0" ELEVATION = +0'-0" Roof Plan O 4' P ' 16' 1'-0" AT 22x34 1/16" = 1'-0" AT IIx17 AREA 2 AREA OF FIRE RE515TANT ROOF 5HEATHIN6 - NO PENETRATIONS ALLOWED IN THI5 AREA AREA I 0 jI I HVAG BELOW J t CL 4'-0" 1 4'-0" f—-------------= IIq/ I/ L LOPE Q 6:12�� 51 OPE � RIDGE _1- -bil I v m -o, OOF AREA I L 6:12�� 51 OPE � RIDGE _1- -bil I v HVAG BELOW y� SFJ w I 6:12 O � 2 1 S\ LOPE -I/ 612 (9:12 v� ------ SLQ - - I L 5� LOPE 5LOPE _ cV, w. . d� `9 O ------ dJ 4---------- U LOT 65 LOT 64 REDWOOD - R _WILLOW - R ELEVATION = +0'-0" ELEVATION = +0'-0" 1 I I I I 1 I I I I, NOTE: ATTIC AREAS WHICH USE THE 1:300 RATIO HAVE BEEN DESIGNED SO THAT 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED IN THE UPPER PORTION OF THE ATTIC SPACE AND 50% IN THE LOWER PORTION. GENERAL GONTRAGTOR SHALL VERIFY THE NET FRET= VENTILATION OF THE VENT PRODUCT 5ELEGTED AGAIN5T TH05E NOTED ABOVE. THE REQUIRED VENTILATION 5HALL BE MAINTAINED. PROVIDE IN5ULATION STOP 5UGH THAT IN5ULATION DOES NOT 0135TRUGT FREE AIR MOVEMENT A5 REQUIRED BY THE BUILDING OFFICIAL. ALL OVERLAP FRAMED ROOF AREA5 5HALL HAVE OPENIN65 BETWEEN THE ADJAGENT ATTIG5 IN THE ROOF 5HEATHIN6 (AS ALLOWED BY THE 5TRUGTURAL EN61NE-ER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR 150LATED ATTIG 5PAGE5 5HALL BE VENTED INDEPENDENTLY TO IRC,/113G REQUIREMENTS. c� w�us w- H� N z'a z ti o 'Dw>z ao U) z O �a U) 6()j LLi 7Nio W Q W "Q w Nao � 0 (n/��n W G 0 0 id9 CIO " -14CIO 0 C ® r,a cl _j .� ripe0 1 Ad A90k ii, ��sej'`� �`'r�•� ' °° a°°• �}' Oji p • _j �\ `p U) Lm _ h �•� O " O LO [V �7 Cr) CV CU IO J I, O C/5 - L •C O 04 w"I j tat BSB DESIGN Fm www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 U) 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD Fm DRAWN: ST,SR,JTB CHECKED: J ROOF PLAN 5ANFC) RD CC6-I�LEX o�p�rlrcn�`� LOT 69-64 1333 015 RANGE 015 A Kitchen 1333 C �r B Kitchen FULL DEPTH W24 W36 W24 ❑I I II II �I I� iU LDi m Nl B24 FRIDGE E324 Kitchen C 5E330 012 5B30 D Bath 2 SHELF ROD 00 Q 00 O WA5HER/DRYER vLaundry E 51330 5330 Owners Bath TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON5TRUCTION; 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. 3. TYPICAL FRAME FLOOR GON5TRUGTION• FIN15H FLOORING ON 3/4" TONGUE I GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRU6TION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOW5 SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.1 50. FT. WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F © q'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5U13JECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, $ EXHAU5T FAN5, 6. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL GODS, H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. (D MIRROR LAV. LAV. G7 C ]L O mommoMmm II 033 II 51330 5330 Owners Bath TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON5TRUCTION; 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. 3. TYPICAL FRAME FLOOR GON5TRUGTION• FIN15H FLOORING ON 3/4" TONGUE I GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRU6TION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOW5 SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.1 50. FT. WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F © q'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5U13JECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, $ EXHAU5T FAN5, 6. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL GODS, H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. (D G7 mommoMmm w Z Zt— CV JJ � CN N N a M C�7 aL41 C� z 0 C!) O � c y� Ur U) F o ate- w w S 0 LLI D�N W s Eq PRU`� O 2' 4' g' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT Ilxl7 ei 11-01 104 Willow -Plan 2059 CL A5.1 UWMK G7 CV Zt— CV JJ � CN N N M C�7 L-- C� 0 C!) CU � c O 2' 4' g' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT Ilxl7 ei 11-01 104 Willow -Plan 2059 CL A5.1 UWMK Not d 5HELF ROD vv 0 UU U L:1 NA5HER/PRYER Laundry MIRROR LAV. LAY. D2q ll21 KAN&L D21 B24 Kitchen B 5821 D15 5821 F Bath 2 0 cn V5836 D12 V5B36 Owners Bath G C Kitchen FULL DEPTH �1 H30 NI2 W24 H51 W24 H24 H21 N30 N21 W24 TO FOYER LL:=Jjl LAI I11 I II � �I o IS) r II IGRO/VEN Quo I 0) ��- CD Q LJ �I U I I—F_ a CV Q? c� 0 050 MIRROR LAV. LAY. D2q ll21 KAN&L D21 B24 Kitchen B 5821 D15 5821 F Bath 2 0 cn V5836 D12 V5B36 Owners Bath G C Kitchen FULL DEPTH �1 H30 NI2 W24 H51 W24 (::D (Z) I II I II � �I I� r II 0) ��- CD Q LJ �I U � Do CV Q? M 0 050 O C:) d.. 012 012 B24 FRIDGE B24 ( D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY SPEC5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRANING5. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRANING5, TYP. WINDOWS: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 5.1 5Q. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; 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 @ 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EUUIPMEN-f 4 METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAG: 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.D. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERNI5E NOTED. ntenor Elevafions�� 0 -91" uhiblq. 4 0. co Ca U _._! Uj .6 ciI Li �3 (::D (Z) r 'fill CV � N m. r 0) ��- CD Q � —, CV -- M >4k J LL O C:) d.. O U) r , O LOC r CC� � C3 �wZ an 0 Z u > Q YES LLI0 Na0 WR fn 1 0 -91" uhiblq. 4 0. co Ca U _._! Uj .6 ciI Li �3 - e BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD INTERIOR ELEVATIONS � D,,v REDWOOD - RIGHT SANFORO Lot 65o lzl vM01 Redwood - Plan 1943 (::D (Z) r 'fill CV � N 0) ��- CD Q � —, CV -- M >4k J LL O C:) d.. O U) r , O LOC r CC� � - e BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD INTERIOR ELEVATIONS � D,,v REDWOOD - RIGHT SANFORO Lot 65o lzl vM01 Redwood - Plan 1943 �r- Ong I SHELF �\ 1 ROD oo Q oo Q V) w C C\1 F -1 (D HASHER/DRYER Laundry J0 Not Used MIRROR LAV. LAV. II II ❑❑❑❑ 51330 SB3O H24 TO ONNERS ENTRY o , MIRROR LAV. LAV. F__]0 --_- F O I Ll-LL111 FL V5B36 DO V5B36 H Owners Bath N15 N3O WI5 W24 1324 015 RANGE D15 E324 Kitchen c cr D Kitchen WI5 FULL DEPTH WI5 015 FRIDGE E315 E Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GONSTRUGTION: SHINGLE OR GONGRETE TILE ROOF (S TYLE VARIES, PER GOMMUNI-fY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWING5. G. 5LA6 ON GRADE FLOOR GONSTRUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. NI NDONS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGKS. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL E3EDROOM5TO HAVE A CLEAR EGRESS OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. t G. TYPIGAL WINDOW HEAD HEIGHT: b' -O" A.F.F © q'-4" PLATE HEIGHT (U.N.O.) 7'-O" A.F.F © 6-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, R 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 FAGE OF GMU OR 5TUO5 UNLE55 OTHERNISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERN15E NOTED. T. CD �\ 1 V) w C C\1 (D G AMIN&CD � a : �- O J �i CCV -, C)�o ^ c� tC� s LL- U) CU L m LO O n BROWN aU�F w >o 3 .z F Q CE W �a (n I ZD %I C`7 rC' �1J1 �i J= ;� ma cis _a �y(y/�qq9 LL A.6A sq1 •••e"�//�sA,f 6% f R KC Z 111111111110 www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD INTERIOR ELEVATIONS <\37703N_ BIRCH - LEFT SANFORD ®t 66 Birch - Plan 1832 CD �\ 1 CV (D AMIN&CD QJ : �- O J �i CCV CV ^ c� tC� s LL- CO CU U) m LO � n BROWN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD INTERIOR ELEVATIONS <\37703N_ BIRCH - LEFT SANFORD ®t 66 Birch - Plan 1832 O NA5HER/DRYER F Laundry MIRROR LAV. LAY. 0 01110 V 5630 5830 G Bath 2 0 cn (: ) C Kitchen H Owners Bath c n SHELF ROD U U Q U O U NA5HER/DRYER F Laundry MIRROR LAV. LAY. 0 01110 V 5630 5830 G Bath 2 0 cn (: ) C Kitchen H Owners Bath c n p Kitchen FULL DEPTH NI5 1N3q WI5 E Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRANINGS. G. 5LA13 ON 6RADE FLOOR CON5TRUGTION; MONOLITHIG CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRANIN65, TYP. NI NDON5: A. ALL NINDON5 SHALL COMPLY NITH MINIMUM STANDARDS OUTLINED IN AP'P'LICABLE RE5, 6HEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: V -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F @ 8'-I" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FINI5H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. IIIInterior Elevafions'W;m� QD N N i~ 0 07 z 0 W Cc 0 C 0 >E cm L0 r O O N C� f`4 O c- d www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: sT CHECKED: JIB/JD INTERIOR ELEVA"HONS USANpQRI) BIRCH - RIO -FIT Lot 67 birch - Plan 1332 N REM: I p Kitchen FULL DEPTH NI5 1N3q WI5 E Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON STRUCTURAL DRANINGS. G. 5LA13 ON 6RADE FLOOR CON5TRUGTION; MONOLITHIG CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRANIN65, TYP. NI NDON5: A. ALL NINDON5 SHALL COMPLY NITH MINIMUM STANDARDS OUTLINED IN AP'P'LICABLE RE5, 6HEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: V -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F @ 8'-I" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FINI5H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. IIIInterior Elevafions'W;m� QD N N i~ 0 07 z 0 W Cc 0 C 0 >E cm L0 r O O N C� f`4 O c- d www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: sT CHECKED: JIB/JD INTERIOR ELEVA"HONS USANpQRI) BIRCH - RIO -FIT Lot 67 birch - Plan 1332 Ak Not Used-- m Q) SHELF - ROD 00 0 00 Q NA5HER/1?RYER MIRROR LAV. LAV. 5827 015 5621 024 U21 KANDE D21 E324 V5B36 DI2 V5B36 G Owners Bath c n C Kitchen FULL I- DEPTH B24 FRIDGE 1324 0I2 012 p Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON51RUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, CONCRETE 5LAB OVER VAPOR BARRIER, REFER TO 5TRUGTURAL ENGINEERING DRANING5, TYP. NINDON5: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RE5. GHEGK5. 8. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EORE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIOTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT - b' -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF CMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLE55 OTHERN15E NOTED. Fm Interior Elevations,== O 2' 4' 8' 1/4" = I'-0" AT 2204 I/8" = 1'-0" AT 11XI I 0 ° 0 „A3cy, Q s I Or Z c ! 0 w o°°° 'Vale �G w X— (D r O O 04 LO I CV u C� cd C) c (Z:D W O r LL o� Fm z IT- -:E C O'L rl V V Ilnn vJ I— w! uY� , p"p V U m 3�0 ads in ''nn (n d' W �40 0 ° 0 „A3cy, Q s I Or Z c ! 0 w o°°° 'Vale �G �lLam 044 BSB DESIGN www.bsbdesigri.coni 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGH: JD DRAWN: ST CHECKED:j,rB/JD INTERIOR ELEVATIONS gQ1Lr)/N' REDWOOD - LEFT ANFOFZD Lot 68 RTcn`�`� Redwood - Plan 1943 M J X— (D r O O LO I CV u C� cd c (Z:D O r C) Fm IT- -:E C �lLam 044 BSB DESIGN www.bsbdesigri.coni 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGH: JD DRAWN: ST CHECKED:j,rB/JD INTERIOR ELEVATIONS gQ1Lr)/N' REDWOOD - LEFT ANFOFZD Lot 68 RTcn`�`� Redwood - Plan 1943 bjj Db RAN6E DI5 A Kitchen 9 c cr B Kitchen 0 m B24 FRIDGE E324 Kitchen C FULL N 51330 DI2 5B30 Bath 2 SHELF ROD UU 01 O U NASHE WDRYER v aundry U m 5B30 5B30 G ) Owners Bath TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF CONSTRUCTION: 5111N6LE OR CONCRETE FILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEGS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 5M" TONGUE i GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55ES OR FLOOR -10151-5 A5 NO -FED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5'FRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. NINDON5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5. GHEGK5. B. NINDON 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDR0OM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HEI61-IT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD FIEieH-r: 8'-O" A.F.F @ q'-4" PLATE I-IEI6HT (U.N.0) T -O" A.F.F © b' -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT 'r0 RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. 1 NAG: PROVIDE BACK DRAFT DAMPERS © DRYER VENT, HOOD VENT, 4 EXHAU5- I- FANS. G. GEMENTrrIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.U. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLESS OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLE55 OTHERN15E NOTED. Interior Elevations'm7, CD 711 1 i, N 51330 DI2 5B30 Bath 2 SHELF ROD UU 01 O U NASHE WDRYER v aundry U m 5B30 5B30 G ) Owners Bath TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF CONSTRUCTION: 5111N6LE OR CONCRETE FILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEGS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 5M" TONGUE i GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55ES OR FLOOR -10151-5 A5 NO -FED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5'FRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. NINDON5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5. GHEGK5. B. NINDON 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDR0OM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HEI61-IT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD FIEieH-r: 8'-O" A.F.F @ q'-4" PLATE I-IEI6HT (U.N.0) T -O" A.F.F © b' -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT 'r0 RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. 1 NAG: PROVIDE BACK DRAFT DAMPERS © DRYER VENT, HOOD VENT, 4 EXHAU5- I- FANS. G. GEMENTrrIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.U. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLESS OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLE55 OTHERN15E NOTED. Interior Elevations'm7, I Uj 0 10� CD C mm"m � N N GO r` - z— o.i:. N CD �—<a o N Cy') C47 00o U ,4 < U) z L0 r V)pc O rU r s LLo LU w � F- LLLU N j N� I Uj 0 10� www.bsbdesign.COrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD INTERIOR ELEVATIONS BUILD N/6 WILLOW - LEFT SANFORD Lot 69 o�'IR rM�`a\ Willow - Plan 2059 , A -Y - A- J- CD C N � N GO r` - CU CD N Cy') C47 U U) L0 r n www.bsbdesign.COrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD INTERIOR ELEVATIONS BUILD N/6 WILLOW - LEFT SANFORD Lot 69 o�'IR rM�`a\ Willow - Plan 2059 , A -Y - A- J- C i d 2 Building Section UPPER PLATE* +O' -O" MAIN FLOOR O �) TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 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 5/4" TONGUE $ GROOVE FLOOR SHEATHING ON FLOOR TRUSSES, OR FLOOR J015T5 AS NOTED ON STRUCTURAL DRANIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER, REFER TO STRUCTURAL ENGINEERING DRANIN65, TYP. WINDOWS: A. ALL NINDON5 SHALL COMPLY KITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGADLE RES, GHEGK5. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL 13EDROOM5 TO HAVE A CLEAR EORE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 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 i METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, i EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF CMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. Im. E* Sections O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxI 1 H LU cn 0 QA jQ r 3` 0 FO W L0 O FM. •� O �7 n r www.bsbdesign,corn 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN; ST CHECKED:JTB/JD SECTIONS vVILU/�� WILLOW - RIGHT c (SAWORED) Lot 64 �pAF1TM��, Willow - Plan 2059 5w2UWwmR W CV ' a r - o �NQ w z =m 0 a UUP R W 7 VNO �Z 1— L.I..I W J a �6 z� W arm $o �Q � 2 U) 0 QA jQ r 3` 0 FO W L0 O FM. •� O �7 n r www.bsbdesign,corn 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN; ST CHECKED:JTB/JD SECTIONS vVILU/�� WILLOW - RIGHT c (SAWORED) Lot 64 �pAF1TM��, Willow - Plan 2059 5w2UWwmR Building Section 2 C) _PLAT� U I S) FLO_ ORep _PLATE o +O'—O" FLOOR O 2' 4' 8' ej _I 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT Hx17 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEC5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUG'IURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUGTURAL ENGINEERING DRAHIN65, TYP. HINDOH5: A. ALL HINDOH5 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHECK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL 13EDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. HITH MIN. DIMEN510N OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ W-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F @ 8'-1" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5- r FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOGAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGS OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED, Fm LU U) (0 WV V) zW oF121 7" 1 C\1 Z = C14 0 C) QWa U) aq� Wes O oOJ W V �2 W QEC N U Z� j za y/ Ngo WKS 0 'LG7 _J aw � BSB DESIGN www.bsbdesign.corrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROD MGR: JD DRAWN: ST CHECKED:JTB/JD 5EcrION5 �Don� REDWOOD - RIGHT SA Lot 65 °� 'j Redwood , Plan 1943 C d i „ Building Section �r- U PPER U_$_ PPER {$MAIN F +0'-O" MAIN F 1 TYPICAL CONSTRUCTION ASSEMBLIES: A, TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PFG5) OVER ROOF 5HEATHING AND ROOF FRAMINO PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARDS OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) T -O" A.F.F o 8'-1" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT i METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. G. CEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. ;rE L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. Eq. v Sections O uT O 2' 4' 8' 1/4" = 1'-0" AT 2204 m r� I/8" = 1'-0" AT Ilxl7 w (n nAl cfl wN� Z N a C) °oma O c F LL F- w U�Q CE LU N W G 6 SUS LL 0 '/n�6 V/ it ISO 0 �0 L— ° rte• ®°• �/ po� s w•sfoe•0�,° O\O c- 0 U) O r-- O CL www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD 5EGTION5 g�t�/M�, BIRGH - LEFT SANFORD Lot 66 �`�'��-�n���' Birch - Plan 1832 LM „ Building Section S) TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GO115 rRUGTION: 5HINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY SPEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUCTURAL. B.-rYPIGAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 51-IEATHIN6 ON FLOOR TRU55E5 OR FLOOR,1015'F5 A5 NOTED ON 5TRUGTURAL DRAHING5. G. 5LAB ON GRADE FLOOR CONS rRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUCTURAL ENGINEERING DRAHING5, TYP. HINDOH5: A. ALL HINDOH5 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 "r0 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 WINDOW HEAD HEIGHT: 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. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT � METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY, F. HVAC: PROVIDE BAGK DRAFT DAMPERS © DRYER VENT, HOOD VENT, & EXHAu5- r FAN5. 6. GEMENTITIOUS FINISH INSTALL PER LOCAL GODE, H. DIMENSIONS ARE TO THE FADE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERHISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Sections 0 2' 41 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxI1 fak' (� WZIN w T �I wwV 'LJ r: 00o aw•< U) w O FUS R o N o U-1 W W J .j LU O Jr�a U/ �F40 m 0 0 c� ._ oo Q z W .<? C:. U_ f CD CD J) CV CO O LZ BSB DESIGN www.bsbdesign.coni 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JrB/JD SEGTION5 o BIRCH - RIGHT LoL 67 Birch - plan 1332 2 Building Section 1 a- u_ PPER +0' -O 11 MAIN F 6 r r TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LA13 OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WI NDOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHECKS, B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5."1 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-O" A.F.F o q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F @ V -I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOUS FINI5H IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. ATE L. ALL EXTERIOR DIMENSION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLE55 OTHERWI5E NOTED. QRS W -0" OR Q Rp-r-t inn c O 21 41 81 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl1 m r �m Uj (n P a 0 I 8 LO N LL I -(D rU W I� 0 0 QD c� dl - a 12 BSB DESIGN www.bsbdesigrixom 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGH: JD DRAWN: ST CHECKED:JTB/JD SE6TION5 ?,UtL�if,°� REDWOOD - LEFT SANFOno ®t 68 �w?krrA� Redwood - Plan 1943 W Z W r C ZaU N zr N wt ti 'z C) irw's as cn wm� z �m� O v7 w > �y'z F— W U¢a Q Cc .rad w �s :D 3 P a 0 I 8 LO N LL I -(D rU W I� 0 0 QD c� dl - a 12 BSB DESIGN www.bsbdesigrixom 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGH: JD DRAWN: ST CHECKED:JTB/JD SE6TION5 ?,UtL�if,°� REDWOOD - LEFT SANFOno ®t 68 �w?krrA� Redwood - Plan 1943 2 Building Section . U� PIER i'LATE Y Q U1 � r— — X `r r ?a0 d— rr r +0'-011 MAIN) FLOOR �"sf ETR • TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 5/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR -1015T5 A5 NOTED ON 5TRUCTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, CONCRETE 5LA13 OVER VAPOR BARRIER, REFER TO STRUCTURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 5.l 50. FT. WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: W -O" A.F.F @ q'-4" PLATE HEI6HT (U.N.O.) �'-0" A.F.F @ W -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL E(AIPMENT i METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5 f FANS. G. GEMEN'rI1lOU5 FIN15FI INSTALL PER LOCAL CODE. 1-I. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTFIERN15E NOTED. O 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxI 1 Fm LU U) W 0vi T— ?a0 N ��7 O r vS z Ww¢ Ww� cn O v> W a3 4 V L LU Lia U) I 111 �T— �M . J Uj U ::D r PR:��• (D U) m n��s m iffil" Hal uaare BSBo DESIGN O c— n. www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED -JT %lQi~ SECTIONS tic WILLOW - LEFT SANFORD a �Agt1TM Lot 69 Willow - Plan 2059 A5.2UWmL CL COMMONWALL I 30A/2P N -3R WP/6FI Great Roo Lanal I PROVIDE ADEOUATE SUPPORT / PREWIRE WP/6FI I I � � I Cafe '1_i�3 t�1 f GOAGH / LI6HT I . Pantr — — — 6F1 (5FI �. I I T rF FIS 6FIICE I I • I I - --- / _— --'— -Kitchen wder ll / ---� - 6H MICR ---2.0-\/-\: 6FI- J 6FI FI cu 30A/2P \ N -3R i 2 -Car Garages I ! i i / ELEGT. I i ELECT.• PANEL. METER I I ® 69 1 ----------- DOC - I / FIRE BELL HOO" A.F.F. FIRE SPRINKLER PUMP I I - INSTALL PER — — _ - I MANUFAGTURE'5 SPEC./gi--) F--- - / 6f I L----------------1 f•f' I GOAGH —' . — . _ _ GOAGH LI6FtT LIGHT Main Floor I GOMMONWALL Electrical - O 2' 4' 5' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT HAI CL GOMMONWALL I 11 GOMMONWALL Upper Floor Electrical Plan O 2' 4' b' I/4" = 1'-0" AT 2204 I/b" = 1'-0" AT HAI ELECTRICAL KEY ELECTRICAL NOTES: �& SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY GERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REOUIREMENT5 OF ALL �wp WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT [Q6FI GROUND -FAULT CIRCUIT -INTERRUPTER GIRGUIT-INTERRUPTERS (CFU AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC GORE (NEG) AND MEETING �c� HALF-5WITGHED DUPLEX OUTLET "THE REOUIREMENT5 OF ALL GOVERNING CODES. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -&20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS SPECIAL PURP05E OUTLET/JUNGTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS tl DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, GOM13INATION TYPE TO 220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH OVERHEAD DUPLEX GIRGUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL 5WITGH REQUIRED DIRECT HOOK-UP5/CUTOFF5. THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERM05TAT �4 - FOUR -NAY 5WITGH LOCATIONS. 6. ALL ELECTRICAL AND MEGHAN16AL EQUIPMENT R RHE05TAT 5WIT6H (I.E. FURNAGE5, AIG UNITS, ELECTRICAL PANELS, DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HEATERS) ARE SUBJECT TO Q REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. -f. 5WITGHE5 AND CIRCUITS FOR OPTIONAL CEILING MOUNTED INCANDESCENT ELECTRICAL NOT 5HOWN, COORDINATE U Z LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INCANDESCENT 8• NO DISPOSAL W/ SEPTIC SYSTEM, LIGHT FIXTURE -VIN- RECESSED INCANDESCENT LIGHT FIXTURE ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: REGE55ED ADJUSTABLE EYEBALL �, a zU� INCANDESCENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL pG INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN WALL OUTLETS OVER COUNTER ....... 48" TO GL t-® EXIT LIGHT REMAINING 5WITGHE5 ............. 48" TO GL EMERGENCY LIGHT WALL OUTLETS .................. 12 TO GL _ BATH VANITY BRAGKET OUTLET -_-- FLUORESCENT LIGHT FIXTURE (I...... TOP OF MIRROR) ...... 80" TO GL'2 FLUORESCENT LIGHT FIXTURE WATER SOFTENER AND SUMP OUTLETS 48" TO GL LU WITH PULL CHAIN TELEPHONE OUTLETS .............. 12" TO GL TRACK LIGHT TELEVISION OUTLETS ..............12" TO GL �— LIGHT BAR EXTERIOR. GFI OUTLETS ............. 12" TO GL (, EXHAUST FAN (VENT TO EXTERIOR) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL EXHAUST FAN/LIGHT COMBINATION BASEMENT WALL OUTLETS .......... 48" TO GL (VENT -To EXTERIOR) FRONT DOOR COACH LIGHT .........12" "TO GL EXHAUST FAN WITH HEAT LAMP GARAGE DOOR COACH LIGHT, (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL ct{ GHIME5 64" 70 BTM -OPD PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE �u SMOKE DETECTOR qb" TO BTM FOYER AND 5TAIRWAY FIXTURE ......OF FIXTURE @q) HEAT DETEGToR THERMOSTAT ................... 54" -TO GL co GO DETECTOR DOORBELL CHIMES ............... 2�4" TO GL O• GARBON MONOXIDE DETECTOR LEVEL W/ DOORBELL BUTTON cosu AND SMOKE DETECTOR ............... OR HANDLE THERMOSTAT KITCHEN HOOD FAN "WHIP" .......... 6h" 'TO GL J J � SPEAKER KITCHEN WALL HUNG MIGROWAVE OU FLE"F 76" TO GL KI TELEPHONE KITCHEN D15HWA5HER RECEPTACLE ... UNDER SINK A COMPUTER KITCHEN RANGE .................. 24" TO GL [IV] TELEV15ION KITCHEN REFRIGERATOR ........... 48" TO GL P ELECTRIC METER WASHER/DRYER OUTLET ............ 48" TO GL ELECTRIC PANEL GL = CENTER LINE I = FIELD VERIFY CEILING FAN 2 = MASTER BATH STANDARD 30" HIGH - (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RAISED 4" GEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) cD CV vas a Ih k'ao 0 &w'a ao� w U Z O �, a zU� C W 7 z F- LU w�a 0 ® Kra 4LI $ o J J � in Nww AM 1h, APE 9k �uw 0 0 Lm�Y Fm 1 vo O CD � CV coCD 0 !`-- cll �. O `S7 N �7 CV C�o r— LL {_ O O O I, BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:JTB/JD ELEGTRIGAL PLAN BUILD/Nc TRADITIONAL ELEVATION SANFORD WILLOW - RIGHT Lot 64 R willow - Plan 2059 E2.1 UWmR CE GOMMONWALL I I I I � FIRE BELL +100" A.F.F. 30A/2P N -3R - IN5TALL PER COACH MANUFACTURE'S 5PEG. LIGHT I I GOMMONWALL Main Floor Fletctrical Plar 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIx1J GOMMONWALL I I I WP, 61F1 I GOAGH LINT I I I GOMMONWALL Ck GOMMONWALL I I ---------------- II I I I I II I I I CL GOMMONWALI I pper Floo� Electrical Pian- o 21 4' 8' I 1/4" = 1'-0" AT 2204 GOMMONWALL 1/8" = I'-0" AT 11xH GOMMONWALI ELECTRICAL KEY ELECTRICAL NOTES: SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET 5MOKE DETECTORS A5 REG2UIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABO VE COUNTER MEETING THE REQUIREMENT5 OF ALL I(D,WP WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT k�FGFI GROUND -FAULT GI RGUIT- INTERRUPTER CIRCUIT-INTERRUPTER5 (CFI) AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODES. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, I5 -420 -AMPERE ® SPECIAL PURP05E OUTLET/JUNCTION BOX BRANCH CIRCUITS SUPPLYING OUTLETS IN5TALLED IN DWELLING UNIT LIVING AREA5 ti DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A L15TED ARG -FAULT 22OV 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH ®D OVERHEAD DUPLEX CIRCUIT PER GORE. WALL 5WIT6H 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GUTOFF5. 3 THREE-WAY 5WITGH 5. HVAC, CONTRACTOR TO VERIFY THERM05TAT �-4 FOUR-WAY 5WIT6H LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT R PHE05TAT 5WITGH (I.E. FURNACES, A/G UNIT5, ELECTRICAL PANELS, DIMMER 5WIT6H SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HFATER5) ARE SUBJECT TO REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD GONDITION5. 1. 5WITGHE5 AND CIRCUITS FOR OPTIONAL CEILING MOUNTED INCANDESCENT ELECTRICAL NOT 5HOWN, COORDINATE LIGHT FIXTURE LOGATION5 WITH BUILDER. WALL MOUNTED INCANDESCENT 5. NO DI5P05AL W/ 5EPTIG 5Y5TEM. LIGHT FIXTURE -ter'°- REGE55ED INCANDESCENT LIGHT FIXTURE RECE55EP ADJUSTABLE EYEBALL ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: INCANDESCENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL pG INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN WALL OUTLETS OVER COUNTER ....... 46" TO GL EXIT LIGHT REMAINING 5WITGHE5 ............. 48" TO GL EMERGENCY LIGHT WALL OUTLETS ..................12 TO GL BATH VANITY BRACKET OUTLET _ - l FLUORESCENT LIGHT FIXTURE(1" ABOVE TOP OF MIRROR) ...... 80" TO GL'2 FLUORESCENT LIGHT FIXTURE WATER SOFTENER AND SUMP OUTLETS 48" TO GL WITH PULL CHAIN TELEPHONE OUTLETS ..............12" TO CL TRACK LIGHT TELEV15ION OUTLETS .............. 12" TO GL LIGHT BAR EXTERIOR GFI OUTLETS .............12" TO GL Q EXHAUST FAN (VENT TO EXTERIOR) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL EXHAUST FAN/LIGHT COMBINATION BASEMENT WALL OUTLETS .. , ....... 48" TO GL (VENT TO EXTE=RIOR) FRONT DOOR COACH LIGHT .........12" TO GL Riv EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL cH CHIMES 64" TO BTM �EpB PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE so SMOKE DETECTOR q6" TO BTM FOYER AND STAIRWAY FIXTURE . , .... OF FIXTURE HD HEAT DETECTOR .............. THERM05TAT ... 54" TO GL .. co GO DETECTOR DOORBELL GHIME5 ...............84" TO GL Ooso GARBON MONOXIDE DETECTOR LE VEL NI AND SMOKE DETECTOR DOORBELL BUTTON ............... HANDLE N TO THERM05TAT KITCHEN HOOD FAN "WHIP" ..........66" TO GL Q SPEAKER KITCHEN WALL HUNG MIGROWAVE OUTLET ..................... .16"TO GL b TELEPHONE KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK t� COMPUTER KITCHEN RANGE .................. 24"TO GL TELEVISION KITCHEN REFRIGERATOR ........... 48" TO GL ELEGTRIG METER WA5HER/DRYER OUTLET ............ 48"TO GL r— ELECTRIC PANEL GL = CENTER LINE GEILING FAN = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RAISED 4" CEILING FAN WITH INGANDE5GENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) cz� w Z w r Z�w N Z� 0 o�Z �Wa Z� O 00� U) z N'L f r w W W �ao a�v=i U)o 0 4 cr) Lm Lm CD O N Lm � N Qj r O O CO N Cd s LL o a m �I,IuI BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD ELEGTRIGAL PLAN -gtitt UiNc TRADITIONAL ELEVATION �AN� REDWOOD - RIGHT QRD O�a�1 R1 M_ �� Lot 65 I. Redwood _ Plan 1943 1w E2.1 GOMMONNALL I I 30A/2P N -3R I WPI I I I I I I I GOAGH — . — • GOAGI I. PROVIDE AND INSTALL LOCALLY CERTIFIED LIGHT LIGHT SMOKE DETECTORS AS REOUIRED BY NATIONAL FIRE BELL +100" A.F.F. - INSTALL PER DUPLEX OUTLET ABOVE GOUNTER MEETING THE REQUIREMENTS OF ALL MANUFACTURE'S 5PEG. I Main Floor Electrical Pian- o 2' 4' 8' 1■ 1/4" = 1'-0" AT 22x34 I/8" = I'-0" AT IIxI1 GOMMONNALL GOMMONNALL I I I I I I GOMMONNALL �k GOMMONNALL i I CL GOMMONNALL I Upper I®®r I Electrical Plan - 0 2' 4' 1/4" = I' -O" AT 2204 I/8" = 1'-0" AT IIA -1 CL GOMMONNALL ELECTRICAL KEY ELECTRICAL NOTES: [- SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REOUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND DUPLEX OUTLET ABOVE GOUNTER MEETING THE REQUIREMENTS OF ALL WEATHERPROOF DUPLEX OUTLET GOVERNING CODES C DNP 2. PROVIDE AND INSTALL GROUND FAULT I,`GFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTERS (CFU AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REOUIREMENT5 OF ALL GOVERNING CODE5. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS 4 SPECIAL PURPOSE OUTLET/JUNCTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS ia DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A L15TEU ARG -FAULT I KE)E 22U VOLT OUTLET CIRCUIT INTERRUPTER, GOMBINATION TYPE TO 220V PROVIDE PROTECTION OF THE ENTIRE BRANCH OVERHEAD DUPLEX CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL 5WITGH REQUIRED DIRECT HOOK-UP5/6UTOFF5. THREE-WAY 5WITGH 5. HVAC CONTRACTOR TO VERIFY THERM05TAT 4 FOUR-WAY SWITCH LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT RHEOSTAT SWITCH (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, DIMMER SWITCH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HEATERS) ARE 5UBJEGT TO REINFORCED JUNCTION BOX RELOCATION DUE 70 FIELD CONDITIONS. 1. 5WITGHE5 AND CIRCUITS FOR OPTIONAL CEILING MOUNTED INCANDESCENT ELECTRICAL NOT 5FIOWN, COORDINATE LIGHT FIXTURE LOCATIONS WITH WILDER. �( WALL MOUNTED INCANDESCENT 8• NO DISPOSAL W/ 5EPTIG 5Y5TEM. Y LIGHT FIXTURE -�- RECESSED INCANDESCENT LIGHT FIXTURE FIR REGE55ED ADJU5TABLE EYEBALL ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: INCANDESCENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL PG INGANDE5GEN'T LIGHT FIXTURE WITH PULL CHAIN WALL OUTLETS OVER COUNTER .......48" TO GL I--® EXIT LIGHT REMAINING 5WITGHE5 ............. 48" TO GL EMERGENCY LIGHT WALL OUTLETS ..................12"TO GL r`----'�� BATH VANITY BRACKET- OUTLET FLUORE56ENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO CL' L3*E:l FLUORE5GEN-r LIGHT FIXTURE WATER 5OFTENER AND SUMP OUTLET5 48" TO GL WI"IFI PULL CHAIN TELEPHONE OUTLETS ............ — 12" TO GL TRACK LIGHT TELEVISION OU rLET5 .............. 12" TO GL o LIGHT BAR EXTERIOR GFI OUTLETS ............. 12" TO GL EXHAUST FAN (VENT -TO EXTERIOR) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL VIN EXHAUST FAN/LIGHT COMBINATION BASEMENT WALL OUTLETS .......... 48" TO GL (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT ......... "12" TO GL EXHAUST FAN WIrH HEAT LAMP GARAGE DOOR COACH LIGHT, (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL ct1 CHIMES 64" TO BTM �EPB PUSHBUTTON 5WITGH DINING AND BREAKFA5T FIXTURE ..... OF FIXTURE so SMOKE DETECTOR q6" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE HEAT DETEGTOR THERMOSTAT............... .... co CO DETECTOR DOORBELL CHIMES ............... 84" TO GL ® GAR13ON MONOXIDE DETECTOR LEVEL W/ DOORBELL co.so AND SMOKE DETECTOR BUTTON ............... DR HANDLE O THERMOSTAT KITCHEN HOOD FAN "WHIP" ..........66" TO GL �s SPEAKER KITCHEN WALL HUNG MIGROWAVE OUTLET ...................... 76"TO GL KI TELEPHONE KITCHEN D15HWA5HER RECEPTACLE ... UNDER SINK 4 COMPUTER KITCHEN RANGE .................. 24" TO GL 0 TELEVISION KITCHEN REFRIGERATOR ........... 48" TO GL 0) ELECTRIC METER WA5HER/DRYER OUTLET ............ 48" TO GL L ELEGTRIG PANEL CL = GENTER LINE I = FIELD VERIFY GEILING FAN 2 = MASTER 13ATFI STANDARD 30" FIIGH (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RAISED 4" CEILING FAN WITH INGANDE5GENT ` LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) tmo 6o N � Z j N =Z� �4a O �G ` z is LL3 O U U) F I-- w Q Cc V VUJ LU U) Wiz AM AI z >E t4 r O O N � CV .6 AWL W) Q-) a CY7 Ce! s L O 7 cc (j) -W +� O �i7 � I- uua S DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MOR; JD DRAWN: ST CHECKED:JTB/JD DTRADELEGTRIGAL PLAN ITIONAL ELEVATION BIRGH - LEFT IS-ndot 66 Birch a Plan 1332 ■ GOMMONNALL I I I I CL GOMMONNALL 30A/2P N -3R GOMMONNALL t I I WP FI I I I I I I OAGH GOAGH I rch I LIGHT _ — LIGHT — — — — — — FIRE BELL +100" A.F.F. - IN5TALL PER MANUFAGTURE'5 5PEG. I Main Floor Electrical P 2' 4' b' 1/4" = 1'-0" AT 2204 I I/W = 1'-0" AT IIxM GOMMONNALL Ck. GOMMONNALL CL GOMMONNALL I Upper Floor Electrical Pian- o 2' 4' 8' CL 1/4" = 1'-0" AT 2204 GOMMONNALL I/8" = P -O" AT HAI I I I I t GOMMONNALL ELECTRICAL KEY ELECTRICAL NOTES: SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET- SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REOUIREMENT5 OF ALL �NP WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT PaGFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUrr-INTERRUPTERS (CFI) AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODES. (INSTALL UPSIDE DOW 3. ALL 120 -VOLT, SINGLE PHASE, I5 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS G5 SPECIAL PURPOSE OUTLET/JUNGTION BOX INSTALLED IN UNELLING UNIT LIVING AREAS =I DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO 220V 22U VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH ® OVERHEAD DUPLEX CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE NALL 5NITGH REQUIRED DIREG-r TIOOK-UP5/GUTOFF5. THREE -NAY 5NITGH 5. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOGATION5. 4 FOUR-WAY 5NITGH 6. ALL ELECTRICAL AND MEGTIANIGAL EQUIPMENT f R RHE05TAT 5WITGH (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND r UM DIMMER 5WIT6H NATER HEATERS) ARE SUBJECT TO QQ REINFORCED JUNGTION BOX RELOCATION DUE TO FIELD CONDITIONS. T. 5NITGHE5 AND CIRCUITS FOR OPTIONAL GEILING MOUNTED INCANDESCENT ELECTRICAL NOT SHOWN, COORDINATE LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INCANDESCENT 8, NO DISPOSAL N/ 5EPTIG 5Y5TEM. LIGTI-r FIXTURE -�- RECESSED INCANDESCENT LIGHT" FIXTURE ELECTRICAL DEVICES: ABOVE FINISHED 1=1.008: REGE55ED AD.1U5TABLE EYEBALL INGANUE56ENT LIGHT FIXTURE 5NI-FGHE5 OVER COUNTER .......... 48" TO GL INGANDE5GENT LIGHT FIXTURE WALL OUTLETS OVER COUNTER 48" TO GL pC NITH PULL CHAIN ....... REMAINING 5WITGHE5 48" TO GL I EXIT LIGHT ............. -TO WALL OUTLETS ..................12" GL EMERGENCY LIGHT BATH VANITY BRACKET OUTLET 'TO FLUORESCENT LI6HT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" GL12 FLUORESCENT LIGHT FIXTURE NATER SOFTENER. AND SUMP OUTLETS 48" 'TO GL NITH PULL CHAIN TELEPHONE OUTLETS .............. 12" TO GL 'TRACK LIGHT TELEVISION OUTLETS ..............12" TO GL o LIGHT BAR EXTERIOR GFI OUTLETS .............12" TO GL (� EXHAUST FAN (VENT TO EXTERIOR) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL EXHAUST FAN/LIGHT GOMBINNFION BASEMENT NALL OUTLETS .......... 48" TO GL _ (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT ......... 72" TO GL qtJ EXHAUST FAN NITH HEAT LAMP GARAGE DOOR COACH LIGHT, (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" 'r0 GL CH CHIMES 64" TO BTM r "PB PUSHBUTTON 5WITGH DINING AND BREAKFA5T FIXTURE ..... OF FIXTURE so SMOKE DETECTOR X16" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE Ho HEAT DETECTOR THERMOSTAT 54" TO GL co GO DETECTOR DOORBELL CHIMES ............... 84" TO GL O• GAR13ON MONOXIDE DETEGTOR LEVEL N/ DOORBELL BUTTON DR HANDLE co.sD AND SMOKE DETECTOR ............... (D THERM05TAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL SPEAKER KITCHEN NALL HUNG MIGROWAVE s OUTLET ...................... 16" TO GL b TELEPHONE KITCHEN DI5HWA5TIER RECEPTACLE ... UNDER SINK H COMPUTER KITCHEN RANGE .................. 24" TO GL Q TELEVISION KITCHEN REFRIGERATOR ........... 48" TO GL P-`' ELECTRIC METER NA5HER/URYER OUTLET ............ 48" TO GL cz� ELECTRIC PANEL GL = CENTER LINE I = FIELD VERIFY CEILING FAN (PROVIDE ADEQUATE SUPPORT) 2 = MASTER BATH 5TANDABD 30" HIGH VANITY 'r0 BE RA15ED 4" GEILING FAN NITH INCANDESCENT LIGHT FIXTURE r (PROVIDE ADEQUATE 5UPPORT) m av osirl" M r G O W WZw L � W UL 02Z o� 00� LU w CE v U G� Lu 2 U 4Ua JAN U) Arm 9L 0 LmH Lm > L ' Fm Ad vo C::) O N � N U) rl— N o N M N � Lj_ a O aj LO D_ .m BSBp DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JTB/JD ELEGTRIGAL PLAN ��tl�/Nc TRADITIONAL ELEVATION BIRGH - RIG -FIT SANF'ORD Lot 67 o���lrl-rM�`� Birch - Plan 1332 CL GOMMONWALL I I I WPB I I I I I I I I I GOAGH LIGHT _ GOAGH LIGHT AFL / FIRE BELL +100" A.F.F. - INSTALL PER MANUFACTURE'S 5PEG. Main Floor I Electrical Plan - 0 2' 4' 8' I/4" = 1'-0" AT 22x34 GOMMONWALL I/8" = 1'-0" AT Ilxl7 CL GOMMONWALL I I I I GOMMONWALL �k. COMM i NWALL I ---------------- Upper -------- ------ U r Floor I I Electrical Plan O 21 4' 8' I 1/4" = I'-0" AT 22x34 GOMMONWALL I/8" - 1'-0" AT HAI GOMMONWALL ELECTRICAL KEY ELECTRICAL NOTES: SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET 5MOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL �yNp WEATHERPROOF DUPLEX OUTLET GOVERNING GODE5 2. PROVIDE AND INSTALL GROUND FAULT GFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTERS (CFI) AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5HITGHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODES, (INSTALL UP51DE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, I5 -120 -AMPERE 4 SPECIAL PURPOSE OUTLET/JUNCTION BOX BRANCH GIRGUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT 220V 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION 'TYPE TO cnZw PROVIDE PROTECTION OF THE ENTIRE BRANCH � CIRCUIT PER CODE. N< OVERHEAD DUPLEX �y 4. ELECTRICAL CONTRACTOR TO PROVIDEh w - WALL SWITGH z REQUIRED DIRECT HOOK-UP5/6UTOFF5. THREE-WAY 5WITGH 5. HVAC GONTRAG'TOR TO VERIFY THERMOSTAT z <wf �_4 FOUR-WAY 5WITGf T LOCATIONS. a 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT � F R RHEOSTAT SWITGH (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, wY' DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND Q cc DM WATER HEATERS) ARE SUBJECT TO A a LL O REINFORGED JUNCTION BOX RELOCATION DUE TO FIELD GONDITION5. �,ao I. SNITCHES AND GIRGUIT5 FOR OPTIONAL a� CEILING MOUNTED INGANDE56ENT ELECTRICAL NOT SHOWN, COORDINATE �,t5w LIGHT FIXTURE LOGATION5 WITH BUILDER. F WALL MOUNTED INCANDESCENT 8, NO DISPOSAL W/ SEPTIC SYSTEM. LIGHT FIXTURE Ld- REGE55ED INCANDESCENT LIGHT FIXTURE ELECTRICAL DEVIGE5: ABOVE FINISHED FLOOR: RECESSED ADJUSTABLE EYEBALL � INCANDESCENT LIGHT FIXTURE 5HITGHE5 OVER COUNTER ...... . , 48" 70 GL } INCANDESCENT LIGHT FIXTURE PG WITH PULL CHAIN WALL OUTLETS OVER COUNTER ....... 48" TO GL EXIT LIGHT REMAINING 5WITGHE5 ............. 48" TO GL a HALL OUTLET5 .................. 12"TO GL EMERGENCY LIGHT BATH VANITY BRACKET OUTLET roc------>�,- FLUORESCENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO GL'2 FLUORESCENT LIGHT FIXTURE HATER SOFTENER AND SUMP OU TLET5 48" 70 CL HITH PULL CHAIN TELEPHONE OUTLETS TRACK LIGHT TELEV15ION OUTLETS .............. 12" TO GL ' ?r LIGHT BAR EXTERIOR GFI OUTLETS ............. 12" TO GL 0 ® EXHAUST FAN (VENT TO EXTERIOR) GARAGE GFI (ABOVE GARAGE FLOOD 48" TO GL EXHAUST FAN/LIGHT GOMBINATION BASEMENT HALL OUTLETS .......... 48" TO GL _ (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT ......... 72" TO GL ply EXHAUST FAN WITH HEAT LAMP GARAGE DOOR COACH LIGHT, °fes (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL cH GRIMES 64" TO BTM PB PU5HBUTTON SWITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTUP.E so SMOKE DETECTOR MI6" TO BTM FOYER AND 5TAIRNAY FIXTURE ...... OF FIXTURE HD HEAT DETECTOR TIJERM05TAT54" TO GL ................. Co GO DETECTOR DOORBELL 6HIME5 ............... 84" TO GL Oi CARBON MONOXIDE DETECTOR LEVEL W/ Co.sD AND SMOKE DETECTOR DOORBELL BUTTON ............... DR HANDLE (1) THERM05TAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL 0 SPEAKER KITCHEN HALL HUNG MIGRONAVE OUTLET ...................... 76"TO GL H 4 COMPUTER TELEPHONE KITCHEN 015HNA5HER RECEPTACLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL TELEVISION KITCHEN REFRIGERATOR ......... , . 48" TO GL ELECTRIC METER HA51JER/DRYER OUTLET ............ 48" TO GL MP AFU ® ELECTRIC PANEL GL = CENTER LINE I = FIELD VERIFY CEILING FAN 2 = MASTER BATH STANDARD 30" HIGH (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RAISED 4" GEILING FAN HITH INCANDESCENT LIGHT FIXTURE r (PROVIDE ADEQUATE SUPPORT) 0 O Lm O CV � CV �O IIS O co --J N C74 �. Cy') C -0 C13 _j I: . _C_ LL_ O O V), N_ -� O L0CU CN" BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD Fm DRAWN: ST CHECKED:JTB/JD mmmm ELEGTRIGAL PLAN j1po- CC TRADITIONAL ELEVATIO REDWOOD - LEFT Lo l 68 Traditional Redwood -Plan 1943 lev t�� cL E2ml GOA( LI61 BELL +100" A.F.f TALL PER FAGTURE'5 SPEC i r r r r r r r I EI IM .I .I 1 Ck. GOMMONWALL i 3OA/2P N -3R i W 16FI GOAGH LI<�HT _ ....... - - . GOAGH L16HT i Main Floor i Electrical O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxII GOMMONWALL GOMMONWALL Upper Floor Electrical O 2' 4' b' IN I/4" = 1'-0" AT 22x34 = 1'-0" AT IIxH IL GOMMONWALL ELECTRICAL KEY ELECTRICAL (VOTES: [,a SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY GERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS A5 REQUIRED BY NATIONAL FIRE PROTECTION A550GIA-FION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMEN5 OF ALL [4�lyqp WEATHERPROOF DUPLEX OUTLET GOVERNING CODES I�2. PROVIDE AND INSTALL GROUND FAULT i aGFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (6FI) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELEGTRIG CODE (NEG) AND MEETING HALF -SWITCHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING GODE5. (INSTALL UP51DE DO^IN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE SPECIAL PURPOSE OUTLET/JUNCTION BOX INSTALLED GIRGUI75 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS DUPLEX OUTLET IN FLOOR SHALL BE PROTEGTED BY A LISTED ARG -FAULT I� GIRGUIT INTERRUPTER, COMBINATION TYPE TO cfl �Zw f� 220V 220 VOLT OUTLET PROVIDE PROTEGTION OF THE ENTIRE BRANCH 'r< OVERHEAD DUPLEX GIRGUIT PER CODE. N 4. ELEGTRIGAL GONTRAGTOR TO PROVIDE tvo WALL SWITCH REQUIRED DIRECT HOOK-UP5/GUTOFF5. ap 3 THREE-WAY SWITCH 5. HVAC, GONTRAGTOR TO VERIFY THERMOSTAT z �-4 FOUR-WAY SWITCH LOCATIONS. 6. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT _L F �A R RHEOSTAT 5WITGH (I.E. FURNAGE5, AIG UNITS, ELEGTRIGAL PANELS, Lei"2 DIMMER SWITCH SANITARY SUMP PITS, DRAIN TILE SUMP, AND Q � DM WATER HEATERS) ARE 5UBJEGT TO p U REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. 7. SWITGHE5 AND GIRGUITS FOR OPTIONAL LIEN FIXTURE MOUNTED INGANDE5GENT ELEGTRIGAL NOT SHOWN, COORDINATE LOGATION5 WITH BUILDER. —� WALL MOUNTED INGANDE5CENT D. NO DISPOSAL W/ 5EPTIG SYSTEM, 10- L16HT FIXTURE -�- RECESSED INCANDESCENT L16HT FIXTURE ELEGTRIGAL DEVICES: ABOVE FINISHED FLOOR: REGE55ED ADJUSTABLE EYEBALLLTU INGANDE56ENT LIGHT FIXTURE SWITGHE5 OVER COUNTER .......... 48" TO GL { INGANDE5GENT LIGHT FIXTURE WALL OUTLETS OVER GOUNTER ....... 48" TO GL PG WITH PULL CHAIN EXIT L16HT REMAINING SWITGHE5 .............48" TO GL WALL OUTLETS ..................12"70 GL 0 EMERGENCY L16HT BATH VANITY 13RAGKET OUTLET FLUORE5GEN LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO CL'2 FLUORE56ENT LIGHT FIXTURE WAFER SOFTENER AND SUMP OUTLET5 48" TO GL* WITH PULL CHAIN TELEPHONE OUTLETS .............. 12" TO GL 44 TRACK LIGHT TELEVISION OUTLETS .............. 12" 70 GL LIGHT BAR EXTERIOR OR OUTLETS ............. 12" TO GL 0 EXHAUST FAN (VENT TO EXTERIOR) 6ARAGE 6FI (ABOVE GARA6E FLOOR) 48 TO GL 0 v BA5E EXHAUST 8" TO CL I0 (VENTTO EXTERIOR) GOMBINATION FRONT DOOR DOOR GOAGHLLI HT ......... l2" TO GL EXHAUST FAN WITH HEAT LAMP GARAGE DOOR GOAGH LIGHT, CH 0 EXTERIOR) (ABOVE 6ARA6E FLOOR) ....... 84" TO GL GHIME5 64" TO BTM f EPB PUSHBUTTON SWITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE @6 5MOKE DETECTOR q6" TO BTM FOYER AND STAIRWAY FIXTURE .. , . , , OF FIXTURE (OD HEAT DETECTOR THERMOSTAT ................... 54"TO GL @0 GO DETECTOR DOORBELL CHIMES .......... . ....84" TO GL CARBON MONOXIDE DETEGTOR DOORBELL BUTTON ............... LEVEL W HANDLE cosi AND SMOKE DETEGTOR A THERMOSTAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL SPEAKER KITCHEN WALL HUNG MIGROWAVE OUTLET ......... I ....... ....."I6"TO GL K) TELEPHONE COMPUTER KITCHEN DISHWASHER REGEPTAGLE ... UNDER 51NK H KITGHEN RANGE .................. 24"TO GL TELEVISION KITGHEN REFRIGERATOR ........... 48" TO GL 0 �) ELEGTRIG METER WASHER/DRYER OUTLET ............ 48" TO GL 'm Amok L;; -Nm ELECTRIC, PANEL GL = GENTER LINE V) I = FIELD VERIFY GEILIN6 FAN 2 = MASTER BATH STANDARD 30" 1-116H (PROVIDE ADEQUATE SUPPORT) VANITY 'TO BE RAISED 4" GEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) O O N O N V7 r- L O C7 N O Ll_ � _ O O G) "r— S r - - - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGH: JD DRAWN: ST CHECKED:JTB/JD ELEGTRIGAL PLAN �vllo/tic TRADITIONAL ELEVATIO WILLOW - LEFT SAI Alp RD Lot 69 gQTMEC� Willow - Plan 2059 CL E2.1 PRE-MANUF. TRU55 (1) HOUR RATED ASSEMBLY 6A FILE R62602 — INSTALL (2) LAYERS 5/b" TYPE "X" EXT. GYP BD. (OR TOUGHROCK FIRE 6URAD 5/b") AS SHOWN. INSTALL BASE LAYER W/ 1 1/4" TYPE W OR 5 DRYWALL 5GREW5 AT 24" O.G. - INSTALL FACE LAYER W/ 17/b" TYPE W OR 5 DRYWALL SGREW5 Al2" O.G. LOMANGO VENTS INTAKE VENTS AS REQ'D FASGIA PER GOMMUNITRY VERIFY PER ELEVATION LINE OF EXTERIOR 2x FRAME WALL 2x6 SUB FASGIA—I ALUMINUM SOFFIT - NON VENTED - OVERHANG LINE OF EXTERIOR CANNOT BE USED FOR ATTIC, (5EE ELEV.) FIN15H SIDING VENTILATION (SEE ELEVATION) NOTE: FIRE RATED OVERHANG APPLIED ONLY TO OVERHANGS WITHIN 2-5 FEET OF THE PROPERTY LINE PROJECTION UNDERSIDE 1 HOUR RESISTANT 1 ® SCALE: 5/4"=I' -O" (2204) 3/8"=1'-O" (11x1-1) 1 1/4" MIN. - 2" MAX. STAIR MTD 1 1/4" MIN. - 2" MAX. 1 1/2" GLR. WOOD TOP RAIL WALL BRACKET AT 4'-O" O.G., MAX. 2x BLK'6 BALUSTERS SPACED AT 4 3/4" O.G. MAX. HANDRAIL 5GALE: 1-1/2""=1'-0" MATCH HEIGHT OF BASEBOARD 2x12 NOTCHED STRINGER 5/b" TYPE "X" GYP. BD. AT ALL WALLS AND CEILING OF ENGLOSED USABLE SPACE UNDER STAIR INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER (3) 2X12 5TRINGER5 TYP. WALL MTD STRINGER/LANDING DETAIL SCALE: 1 1/2" = 1'-0" 2x FRAM GYP. BD. IxIO SKIP 2x12 5TR 2x4 5PA( 5/b" TYPE AT ALL N OF ENGL( 5PAGE Ui SKI RT/WALL DETAIL SCALE: 1 1/2" = 1'-0" 1/b" THK. GEMENT BASED PLASTER FINISH (PER ASTM G-q2(g) ON PAPER BAGKED GORRO51ON RESISTANT, EXPANDED METAL LATH OVER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING PER STRUCTURAL., TYP. TYPICAL EXTERIOR WALL CONSTRUCTION - SEE STRUCTURAL FOR ATTACHMENT 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION JOINT j,5EE ELEVATIONS 8EARIN6 LATH AND WEATHER RESISTIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED AS 5HOWN, TYP. CORROSION RESISTANT EXPANSION JOIN / WEEP 5GREED, TYPICAL 5/b" THICK GEMENT-BASED PLASTER FIN15H (PER ASTM G -12(g) ON GONCRETE MASONRY UNIT CONSTRUCTION A STUCCO EXPANSION JOINT / WEEP SCREED DETAIL HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 3b" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLI6FIT OF STAIRS. HANDRAILS SHALL BE I I/2" CLEAR OF ALL ADJACENT FINISH MATERIAL5 AND ENDS SHALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, IN NEWEL PO5T5 OR SAFE TERMINALS. HANDRAILS SHALL BE AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENT5 FOR THE PRODUCTS THEY PROVIDE OR INSTALL. SCALE: 1 1/2" = 1'-0" FINISHED SURFACE — 5/4" PLYWOOD TREADS ":'). t w-1 17 ? THE HANDRAIL CONSTRUCTION SHALL BE 0 LI -11 1" 6 v) TYP ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 200 Ib5 GUARDRAILS SHALL NOT BE ANY DIRECTION LE55 THAN 36" IN HEIGHT. ANY LOCATION—. 12 OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS OR O AN ORNAMENTAL PATTERN 5UGH THAT A SPHE 4 DIAMETER SPHERE CANNOT PA55 THROUGH. MAY NOTRE PASS THROUGH THE GUARDRAIL CONSTRUCTION SHALL BE 6" SPHERE ABLE TO RESIST A CONCENTRATED MAY NOT PAS`' LOAD OF 200 LB5 IN ANY DIRECTION THROUGH THIS DIAGRAM THE TRIANGULAR OPENINGS ILLUSTRATES THE 5PEGIFIG AT STAIR TREAD, RISER, T REQUIREMENTS OF THE BOTTOM SHALL BE 5UGH BUILDING GLIDE AND 15 THAT A 6" DIAMETER ONLY AN AID FOR SPHERE CANNOT PA55 THROUGH BUILDING DESIGN AND SCALE: 1 1/2" = 1'-0" FINISHED SURFACE — 5/4" PLYWOOD TREADS 2x12 NOTCHED STRINGER (3 STRINGERS MIN. AT EACH STAIR RUN) 5/b" PLYWOOD RISERS SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS, ALL WOOD IN DIREGT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. (3) 2X12 5TRINGER5 TYP 1/ XPAN51 GIN GAP (TYP.) / 11111111191-1111, 1111"Mfodmej 11m,11191- 11111 5GALE: 1 1/2" = 1'-0" 51MULATED STONE VENEER ON PAPER BACKED GORRO51ON RE515TANT, EXPANDED METAL LATH OVER -- WEATHER RESISTIVE BARRIER i EXTERIOR SHEATHING PER STRUCTURAL., TYP, TYPICAL EXTERIOR WALL CONSTRUCTION - SEE STRUCTURAL FOR ATTACHMENT o i 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION JOINT ,5EE ELEVATIONS BEARING Z � LATH AND WEATHER RE515TIVE < BARRIER TO LAP OVER TOP FLANGE Q OF 5GREED A5 5HOWN, TYP. :. /X�/< _ -__- CORROSION RESISTANT EXPANSION JOIN / WEEP SGREED, TYPICAL 51MULATEU STONE VENEER ON GONGRETE MASONRY UNIT 4 CONSTRUCTION SIMULATED STONE EXPANSION IJOINT / WEEP SCREED DETAIL METAL OR WOOD TOP RAIL AS SELECTED BY OWNER T CONTRACTOR METAL OR WOOD BALUSTERS A5 SELECTED BY GINNER 4 CONTRACTOR CARPET PAINT GRADE WOOD BASE W/BULLNO5E E06E Ix PAINT GRADE SKIRT — FLOOR FRAMING 1/2" GYP BD 2x4 5TUD5 AT 16" O.G. 5/b" TYPE "X" GYP BD AT ENGL05ED USABLE SPAGE5 BENEATH STAIRS 5GALE: 1 1/2" = 1'-0" FINISHED 5URFAGE 3/4" PLYWOOD TREADS 5/b" PLYWOOD RI5ER5 (TYP) 2x12 NOTGHED STRINGER --------� 5/b" TYPE "X" GYP. BU. AT ALL WALL5 AND GEILING OF ENCLOSED USABLE SPADE UNDER STAIR (3) 2X12 STRINGERS "TYP. cQ w Z W i T �y Z N� a t` kuo o rrnn a�� z '12 z '1x 0 GUS In U� S u > ws Stix LU 17) a_tv 5F AII 7-1 V • a•ZZ CD CV (DLm CV D 0 LO 0 J N 00 CV i !!_ O m u) (D O r 0 LO BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD STAIR DETAILS ��I�oitic SANFoRD RTV ":'). t w-1 17 ? 0 LI -11 1" 6 v) TYP 2x12 NOTCHED STRINGER (3 STRINGERS MIN. AT EACH STAIR RUN) 5/b" PLYWOOD RISERS SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS, ALL WOOD IN DIREGT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. (3) 2X12 5TRINGER5 TYP 1/ XPAN51 GIN GAP (TYP.) / 11111111191-1111, 1111"Mfodmej 11m,11191- 11111 5GALE: 1 1/2" = 1'-0" 51MULATED STONE VENEER ON PAPER BACKED GORRO51ON RE515TANT, EXPANDED METAL LATH OVER -- WEATHER RESISTIVE BARRIER i EXTERIOR SHEATHING PER STRUCTURAL., TYP, TYPICAL EXTERIOR WALL CONSTRUCTION - SEE STRUCTURAL FOR ATTACHMENT o i 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION JOINT ,5EE ELEVATIONS BEARING Z � LATH AND WEATHER RE515TIVE < BARRIER TO LAP OVER TOP FLANGE Q OF 5GREED A5 5HOWN, TYP. :. /X�/< _ -__- CORROSION RESISTANT EXPANSION JOIN / WEEP SGREED, TYPICAL 51MULATEU STONE VENEER ON GONGRETE MASONRY UNIT 4 CONSTRUCTION SIMULATED STONE EXPANSION IJOINT / WEEP SCREED DETAIL METAL OR WOOD TOP RAIL AS SELECTED BY OWNER T CONTRACTOR METAL OR WOOD BALUSTERS A5 SELECTED BY GINNER 4 CONTRACTOR CARPET PAINT GRADE WOOD BASE W/BULLNO5E E06E Ix PAINT GRADE SKIRT — FLOOR FRAMING 1/2" GYP BD 2x4 5TUD5 AT 16" O.G. 5/b" TYPE "X" GYP BD AT ENGL05ED USABLE SPAGE5 BENEATH STAIRS 5GALE: 1 1/2" = 1'-0" FINISHED 5URFAGE 3/4" PLYWOOD TREADS 5/b" PLYWOOD RI5ER5 (TYP) 2x12 NOTGHED STRINGER --------� 5/b" TYPE "X" GYP. BU. AT ALL WALL5 AND GEILING OF ENCLOSED USABLE SPADE UNDER STAIR (3) 2X12 STRINGERS "TYP. cQ w Z W i T �y Z N� a t` kuo o rrnn a�� z '12 z '1x 0 GUS In U� S u > ws Stix LU 17) a_tv 5F AII 7-1 V • a•ZZ CD CV (DLm CV D 0 LO 0 J N 00 CV i !!_ O m u) (D O r 0 LO BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD STAIR DETAILS ��I�oitic SANFoRD RTV FIBER6LA55 ROOF 5HIN6LE5 OVER 30# FELT. INSTALL PER MANUFACTURERS 8" SPECIFICATIONS PREFINISHED METAL DRIP CONTINUOUS PERFORATED ALUMINUM, .1/2" GYPSUM PREMANUFAGTURED INSULATION EDGE OVER PREFINISHED CORROSION RESISTANT \\� ALUMINUM WRAPPED IX2 BAFFLE BETWEEN EACH TRU55 1/8"THK GEMENT BASED PLASTER FINISH OVER 2X6 WD. FASCIA u (PER A5TM G -q26) ON FELT BACKED 12 u u II SEE STRUCTURAL AND TRU55 \ � II° CONTINUOUS PERFORATED ALUMINUM, 5HEATHIN6 AND WALL FRAMING PER DRAWINGS FOR SPACING AND OR VINYL SOFFIT, TYP. u u II FINISH FLOOR II SEE STRUCTURAL /TRUSS u. BASE TRIM SELECTED ENGINEERING DRAWINGS FOR -- 5EE ELEVATIONS FO __�R GABLE END FRAMING GONDITION, u SEE STRUCTURAL AND TRUSS \ TYP. ` � BEARING HEIGHT SEE STRUCTURAL AND TRUSS OVER ENGINEERED PREFINISHED METAL DRIP I'-6" R50 BLOWN -5E_E ELEVATIONS FOR _ - ---BEARING HEIGHT ♦ u CELLULOSE INSULATION ALUMINUM WRAPPED IX2 GONNEGTION DETAILS OVER 2X6 WD. FASCIA CONTINUOUS VINYL DRIP - TYPICAL AT DIFFERING 5UB5TRATE5 l/8"THK GEMENT BASED PLASTER FINISH (PER ASTM G -q20 ON FELT BAGKED CORROSION RESISTANT LATH OVER WEATHER RESISTIVE BARRIER OVER SHEATHING AND WALL FRAMING PER STRUCTURAL. _ __$.SEE ELEVATIONS FOR FINISH FLOOR HEIGHT _ ,j,_5EE ELEVATIONSBEFOR _ _ _ ARING HEIGHT CONTINUOUS CORROSION RESISTANT DRIP - TYPICAL AT DIFFERING SUBSTRATES GONTINUOU5 REINFORCED MASONRY TIE BEAM - SEE STRUCTURAL DRAWIN65 5/8"THK GEMENT BASED PLANER FINISH (PER ASTM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION GORRO51ON RESISTANT WEEP 5GREED - TYPIGAL +0'-0" — FIN15H FLOOR �9 ASSUMED FINISHED GRADE TYPIGAL FOOTING SEE STRUCTURAL FOR 51ZE 4 REINFORGING NOTE:\\\\\ ALL ROOFING MATERIAL (PER ELEVATION) SHALL �i��//�///\�//\ BE INSTALLED PER MANUFAGTURER5 INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS TWO STORY WALL S SGALE: 3/4"= I'-0" 4 . CTION FIBERGLASS ROOF SHINGLES OVER 30# FELT. INSTALL PER MANUFACTURERS 5PEGIFIGATION5 FLOOR SYSTEM PER STRUCTURAL _ --,j.5EE ELEVATIONS FOR _ _ FINI5H FLOOR HE16HT m SE_E ELEVATIONS FOR _ _ BEARING HEIGHT R50 BATT INSULATION 5/8" GYPSUM WALLBOARD OR 1/2" CONTINUOUS CORROSION GEILIN6 BOARD RESISTANT DRIP - TYPIGAL AT DIFFERING SUBSTRATES CONTINUOUS REINFORCED MASONRY TIE BEAM - 1/2" GYPSUM SEE 5TRUGTURAL DRAWINGS WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/8"THK GEMENT BASED PLASTER FIN15H R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MASONRY UNIT GONSTRUGTION BASE TRIM SELECTED BY OWNER FLOOR FINISH CORROSION RE515TANT SELECTED BY OWNER WEEP SCREED - TYPIGAL 6 MIL VAPOR BARRIER 1_ _ +0'-O" FLOOR _ _ FINISH R TYPIGAL FOOTING SEE STRUCTURAL FOR 51ZE 4 REINFORGIN6 NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER'5 INSTALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH STRUCTURAL DRAWINGS TWO STOR�YWA LL SCALE; 5/4`=I' -O" VERIFY 12 PER ELEVATION `Ei- - - R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD FIBERGLASS ROOF 5HIN6LE5 OVER 30# FIBERGLASS ROOF SHINGLES OVER 304 FELT. INSTALL PER MANUFACTURERS FELT. INSTALL PER MANUFAGTURER5 1/2" GYPSUM 5PEGIFIGATION5 SPECIFICATIONS WALLBOARD OVER 2X WOOD STUD FRAMING CONTINUOUS PERFORATED ALUMINUM, .1/2" GYPSUM PREMANUFAGTURED INSULATION WALLBOARD OVER 2X CORROSION RESISTANT WOOD STUD FRAMING BAFFLE BETWEEN EACH TRU55 BAFFLE BETWEEN EACH TRU55 1/8"THK GEMENT BASED PLASTER FINISH PRE-ENGINEERED WOOD TRUSSES (PER A5TM G -q26) ON FELT BACKED 12 CORROSION RE515TANT LATH OVER SEE STRUCTURAL AND TRU55 WEATHER RESISTIVE BARRIER OVER FLOOR SHEATHING 5HEATHIN6 AND WALL FRAMING PER DRAWINGS FOR SPACING AND STRUCTURAL. FINISH FLOOR CONNECTION DETAILS BASE TRIM SELECTED AC',GIIMFn PIf\IIGLIKn -- 5EE ELEVATIONS FO __�R SEE STRUCTURAL AND TRUSS \ � ` � BEARING HEIGHT SEE STRUCTURAL AND TRUSS OVER ENGINEERED PREFINISHED METAL DRIP I'-6" R50 BLOWN EDGE OVER PREFINISHED CELLULOSE INSULATION ALUMINUM WRAPPED IX2 GONNEGTION DETAILS OVER 2X6 WD. FASCIA 1/2" GYPSUM '- WALLBOARD OR 1/2" STRUCTURAL CEILING BOARD FLOOR SYSTEM PER STRUCTURAL _ --,j.5EE ELEVATIONS FOR _ _ FINI5H FLOOR HE16HT m SE_E ELEVATIONS FOR _ _ BEARING HEIGHT R50 BATT INSULATION 5/8" GYPSUM WALLBOARD OR 1/2" CONTINUOUS CORROSION GEILIN6 BOARD RESISTANT DRIP - TYPIGAL AT DIFFERING SUBSTRATES CONTINUOUS REINFORCED MASONRY TIE BEAM - 1/2" GYPSUM SEE 5TRUGTURAL DRAWINGS WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/8"THK GEMENT BASED PLASTER FIN15H R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MASONRY UNIT GONSTRUGTION BASE TRIM SELECTED BY OWNER FLOOR FINISH CORROSION RE515TANT SELECTED BY OWNER WEEP SCREED - TYPIGAL 6 MIL VAPOR BARRIER 1_ _ +0'-O" FLOOR _ _ FINISH R TYPIGAL FOOTING SEE STRUCTURAL FOR 51ZE 4 REINFORGIN6 NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER'5 INSTALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH STRUCTURAL DRAWINGS TWO STOR�YWA LL SCALE; 5/4`=I' -O" VERIFY 12 PER ELEVATION `Ei- - - R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD FIBERGLASS ROOF 5HIN6LE5 OVER 30# FIBERGLASS ROOF SHINGLES OVER 304 FELT. INSTALL PER MANUFACTURERS FELT. INSTALL PER MANUFAGTURER5 1/2" GYPSUM 5PEGIFIGATION5 SPECIFICATIONS WALLBOARD OVER 2X WOOD STUD FRAMING CONTINUOUS PERFORATED ALUMINUM, .1/2" GYPSUM OR VINYL SOFFIT, TYP. WALLBOARD OVER 2X CORROSION RESISTANT WOOD STUD FRAMING WEEP 5GREED -TYPICAL - BAFFLE BETWEEN EACH TRU55 1/8"THK GEMENT BASED PLASTER FINISH (PER A5TM G -q26) ON FELT BACKED 12 CORROSION RE515TANT LATH OVER WEATHER RESISTIVE BARRIER OVER FLOOR SHEATHING 5HEATHIN6 AND WALL FRAMING PER OVER ENGINEERED STRUCTURAL. FLOOR SYSTEM PER STRUCTURAL _ --,j.5EE ELEVATIONS FOR _ _ FINI5H FLOOR HE16HT m SE_E ELEVATIONS FOR _ _ BEARING HEIGHT R50 BATT INSULATION 5/8" GYPSUM WALLBOARD OR 1/2" CONTINUOUS CORROSION GEILIN6 BOARD RESISTANT DRIP - TYPIGAL AT DIFFERING SUBSTRATES CONTINUOUS REINFORCED MASONRY TIE BEAM - 1/2" GYPSUM SEE 5TRUGTURAL DRAWINGS WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/8"THK GEMENT BASED PLASTER FIN15H R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MASONRY UNIT GONSTRUGTION BASE TRIM SELECTED BY OWNER FLOOR FINISH CORROSION RE515TANT SELECTED BY OWNER WEEP SCREED - TYPIGAL 6 MIL VAPOR BARRIER 1_ _ +0'-O" FLOOR _ _ FINISH R TYPIGAL FOOTING SEE STRUCTURAL FOR 51ZE 4 REINFORGIN6 NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER'5 INSTALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH STRUCTURAL DRAWINGS TWO STOR�YWA LL SCALE; 5/4`=I' -O" VERIFY 12 PER ELEVATION `Ei- - - R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD FIBERGLASS ROOF 5HIN6LE5 OVER 30# FIBERGLASS ROOF SHINGLES OVER 304 FELT. INSTALL PER MANUFACTURERS FELT. INSTALL PER MANUFAGTURER5 1/2" GYPSUM 5PEGIFIGATION5 SPECIFICATIONS WALLBOARD OVER 2X WOOD STUD FRAMING MA50NRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/8"THK GEMENT-BASED PLASTER FIN1511 R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP - BASE TRIM SELECTED BY OWNER - FLOOR FINISH SELECTED BY OWNER - 6 MIL VAPOR BARRIER 0 SECTION CORROSION RESISTANT WEEP 5GREEU - TYPIGAL PAINT EXP05ED GONGRETE TO MATCH WALL SURFACE fo ---$FINISH FLOOR ASSUMED FINISHED GRADE \�/\\ TYPIGAL FOOTING SEE 5TRUGTURAL FOR 51ZE 4 REINFORGING NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL\! BE INSTALLED PER MANUFAGTURER'5 INSTALLATION IN5TRUGTION5- VERIFY ROOF SHEATHING WITH 5TRUGTURAL DRAWINGS SCALE: 5/4"=I' -O" MA50NRY REINFORCED CONTINUOUS "HE BEAM - SEE STRUCTURAL DRAWING -5 5/8"THK GEMENT-BASED PLASTER FIN15H (PER ASTM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP 1'-6" - BASE TRIM SELECTED PREMANUFAGTURED INSULATION BY OWNER I/2" GYPSUM VERIFY CORROSION RESISTANT PREMANUFAGTURED INSULATION WEEP 5GREED -TYPICAL - BAFFLE BETWEEN EACH TRU55 PAINT EXPOSED PER 12 BAFFLE BETWEEN EACH TRU55 PRE-ENGINEERED WOOD -011 'f FINISH FLOOR TRU5SE5\LEVATION BASE TRIM SELECTED AC',GIIMFn PIf\IIGLIKn -- PRE-ENGINEERED WOOD TRUSSES FLOOR SHEATHING SEE STRUCTURAL AND TRUSS \ � ` � FLOOR FINISH SEE STRUCTURAL AND TRUSS OVER ENGINEERED DRAWINGS FOR SPACING AND I'-6" \ DRAWINGS FOR SPACING AND FLOOR SYSTEM PER GONNEGTION DETAILS x '- CONNECTION DETAILS STRUCTURAL __,j. -SEE ELEVATIONS FOR — -BEARING -- - - SEE ELEVATIONS FOR — - —BEARING HEI6i-iT ,'::;, HEIGHT PREFINISHED METAL DRIPel PREFIN151 iED METAL DRIP EDGE OVER PREFINISHED R30 BLOWN EDGE OVER PREFINISHED ALUMINUM WRAPPED IX2 = _ CELLULOSE INSULATION ALUMINUM WRAPPED IX2 OVER 2X6 WD. FASCIA OVER 2X6 NO. FASCIA I/2" GYPSUM SEE ELEVATION.5 FOR _ ----�r,0, WALLBOARD OR 1/2" WINDOW R30 BATT INSULATION CEILING BOARD 5/8" GYPSUM CONTINUOUS PERFORATED ALUMINUM, s CONTINUOUS PERFORATED ALUMINUM, WALLBOARD OR 1/2" OR VINYL SOFFIT, TYP. n OR VINYL SOFFIT, TYP. CEILING BOARD 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING STRIPS 4 ' R4.1 FOIL INSULATION MA50NRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/8"THK GEMENT-BASED PLASTER FIN1511 R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP - BASE TRIM SELECTED BY OWNER - FLOOR FINISH SELECTED BY OWNER - 6 MIL VAPOR BARRIER 0 SECTION CORROSION RESISTANT WEEP 5GREEU - TYPIGAL PAINT EXP05ED GONGRETE TO MATCH WALL SURFACE fo ---$FINISH FLOOR ASSUMED FINISHED GRADE \�/\\ TYPIGAL FOOTING SEE 5TRUGTURAL FOR 51ZE 4 REINFORGING NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL\! BE INSTALLED PER MANUFAGTURER'5 INSTALLATION IN5TRUGTION5- VERIFY ROOF SHEATHING WITH 5TRUGTURAL DRAWINGS SCALE: 5/4"=I' -O" MA50NRY REINFORCED CONTINUOUS "HE BEAM - SEE STRUCTURAL DRAWING -5 5/8"THK GEMENT-BASED PLASTER FIN15H (PER ASTM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP 1'-6" - BASE TRIM SELECTED I BY OWNER I/2" GYPSUM - FLOOR FINISH CORROSION RESISTANT SELECTED BY OWNER WEEP 5GREED -TYPICAL - - 6 MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH WALL SURFACE R4.1 FOIL INSULATION -011 'f FINISH FLOOR BASE TRIM SELECTED AC',GIIMFn PIf\IIGLIKn Z VERIFY 12 PER ELEVATION R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" CEILING BOARD TYPIGAL FOOTING SEE\//\�//\ l STRUGTURAL FOR 51ZE 4 REINFORCING NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ONE STORY MASONRY WALL SCALE: 3/4"= I' -O" r- z Zd U�LL tv o C) aw' a Z =w� 0 O� Ll.I > (w(• w Q yjy U 0 U_�N W N U) Lm >E ' No*����r Ljjtwuj� 4z NN 0 O O N � N Lm CJS ti N r O LO I O N O _j N hill.- CT3 LL_ O O (/) • Fc— M- r TOM r CN BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD WALL DETAILS FIBERGLASS SHINGLES gRD O�pq RTME4, 6-PLEX LOT 69-64 Detai I L!l I � I/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 R4.1 FOIL INSULATION 'f BASE TRIM SELECTED BY OWNER FLOOR FINISH SELECTED BY OWNER 6 MIL VAPOR BARRIER x x ,, TYPIGAL FOOTING SEE\//\�//\ l STRUGTURAL FOR 51ZE 4 REINFORCING NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS ONE STORY MASONRY WALL SCALE: 3/4"= I' -O" r- z Zd U�LL tv o C) aw' a Z =w� 0 O� Ll.I > (w(• w Q yjy U 0 U_�N W N U) Lm >E ' No*����r Ljjtwuj� 4z NN 0 O O N � N Lm CJS ti N r O LO I O N O _j N hill.- CT3 LL_ O O (/) • Fc— M- r TOM r CN BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD WALL DETAILS FIBERGLASS SHINGLES gRD O�pq RTME4, 6-PLEX LOT 69-64 Detai I L!l GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fal = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED, 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14, DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1= 900 Fc = 900 Fc = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 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" O.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. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. INDEX OF DRAWINGS W D SHEET SHEET TITLE Q S1 STRUCTURAL NOTES z W S2.0 FOUNDATION PLAN W S2.1 FOUNDATION PLAN ' �Zr - S3.0 DOWEL PLACEMENT PLAN ° o� S3.1 DOWEL PLACEMENT PLAN �- S4.0 FIRST FLOOR FRAMING PLAN t W S4.1 FIRST FLOOR FRAMING PLAN w O S4.2 NOTES & CONNECTOR LEGEND O z S4.3 ROOF FRAMING PLAN S4.4 ROOF FRAMING PLANQ w 0 S5.0 LINTEL PLAN o J S5.1 LINTEL PLAN `� � 1 t t+.,111 � �iw a� c� SD1 FOUNDATION DETAILS °�>Q •°„�, ti''� w CO SD2 GENERAL DETAILS1\11080, .= = z SD3 GENERAL DETAILS '`�0 q kr' SD4 GENERAL DETAILS • Wd� '•o•. .• SD5 TWO STORY DETAILS _j 1 PRo� ,e`�``'; �m J 0 Q S D6 TWO STORY DETAILS SD7 PARTY WALL DETAILS U) w ° SD8 PARTY WALL DETAILS 0. • o°%w U ST1 GENERAL STAIR DETAIL o o Q O z UPDATES nv NUMBER DATE DESCRIPTION Q 4111i�uh1l��l1��lf� 's���°� U `-� 1 6/23/2014 CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH U_ 0 TRADITIONAL ELEVATION co z z 2 10/14/2014 BIRCH UNIT REVISION 0Im_ O w w I- U W z U)�,t Wrow ❑ (/) N n U) 1- Z y) U LL. _ O V O W wd J a o pig^ U U) a T O IY�j X3 X I- Q I- M � V _ 0 W 11 0� W o = �, Q U) z_ 0 W U) a0 F= Z � z � � O O W p ® Al W Z T z Q 0 T_X Y ® O O W ~ ® z LW _j 0! c� cn ---) >- ® F - CW O Q X: U STRUCTURAL ENG: BE SANFf�RlJ - - - D DRAFTING: U) srRucr: BM OSA)IR��� J-- ........ Q QC CHECK: CC W JOB No. TM - 2150877 SCALE: AS INDICATED � DATE: 07/23/15 co T t-- 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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 10 (+) 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 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 + TT- ( -)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 �a 5 5 �a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL 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 INDEX OF DRAWINGS W D SHEET SHEET TITLE Q S1 STRUCTURAL NOTES z W S2.0 FOUNDATION PLAN W S2.1 FOUNDATION PLAN ' �Zr - S3.0 DOWEL PLACEMENT PLAN ° o� S3.1 DOWEL PLACEMENT PLAN �- S4.0 FIRST FLOOR FRAMING PLAN t W S4.1 FIRST FLOOR FRAMING PLAN w O S4.2 NOTES & CONNECTOR LEGEND O z S4.3 ROOF FRAMING PLAN S4.4 ROOF FRAMING PLANQ w 0 S5.0 LINTEL PLAN o J S5.1 LINTEL PLAN `� � 1 t t+.,111 � �iw a� c� SD1 FOUNDATION DETAILS °�>Q •°„�, ti''� w CO SD2 GENERAL DETAILS1\11080, .= = z SD3 GENERAL DETAILS '`�0 q kr' SD4 GENERAL DETAILS • Wd� '•o•. .• SD5 TWO STORY DETAILS _j 1 PRo� ,e`�``'; �m J 0 Q S D6 TWO STORY DETAILS SD7 PARTY WALL DETAILS U) w ° SD8 PARTY WALL DETAILS 0. • o°%w U ST1 GENERAL STAIR DETAIL o o Q O z UPDATES nv NUMBER DATE DESCRIPTION Q 4111i�uh1l��l1��lf� 's���°� U `-� 1 6/23/2014 CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH U_ 0 TRADITIONAL ELEVATION co z z 2 10/14/2014 BIRCH UNIT REVISION 0Im_ O w w I- U W z U)�,t Wrow ❑ (/) N n U) 1- Z y) U LL. _ O V O W wd J a o pig^ U U) a T O IY�j X3 X I- Q I- M � V _ 0 W 11 0� W o = �, Q U) z_ 0 W U) a0 F= Z � z � � O O W p ® Al W Z T z Q 0 T_X Y ® O O W ~ ® z LW _j 0! c� cn ---) >- ® F - CW O Q X: U STRUCTURAL ENG: BE SANFf�RlJ - - - D DRAFTING: U) srRucr: BM OSA)IR��� J-- ........ Q QC CHECK: CC W JOB No. TM - 2150877 SCALE: AS INDICATED � DATE: 07/23/15 co T t-- 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. r CV U) W W U) W 132'-8" _ TWO STORY (U.N.O.) iU 22'-4" 22'-0" 11 22'-0" 9Z-011 T-2" 15'-2" 4'-1011 16'-10" 16'-10"4'-10'I 4' -1011 — 16 -10" , MF01 2 M F01 1 SD1 3.5 SD1 \ r Cl MF08 MF08 I �� i �YV1F08Y MF08 — SDI SDI %" Sr31 SD1 I SD1 F co SD1 ifl co SD1 I I �_ ca NIF`1'� y SDI MF01 MF11 0 Z F19 0 (- 3-1/2" s MF11 I�' MF 1 i I_) w--- I MF01 2 T r I MF01 I (I�lFO`I I r ca. Y ri 3-112" I I SD1 I N - SD11 SD01 SDI1F1vvIFi I j /R11F11 1 1 ?, OD _ I I Ci 1�1,i>1 I MF17 I MF17 MF17 I I I SD1 SDI SD1'' r 'ISI — Q-0' FIN. FLR I ! I 0'-0" FIN. FLR 0'-0" FIN. FLR I _ �'•0_ _FIN. FLrt ® M F01 M F 11 1- ---_•_ �.,; I I 3 112" THICK CONC. SLAB W11 I SD1 3 1/2" THICK CONC. SLAB 11V16X6 I 1 3 1/2" THICK CONC. SLAB W/ 6X6 3112" THICK CONC. SLAB Wl 03X5 I M 3 1(< W11.4 XW11.4 W.W.F. OVER 6 MIL �` �' I W/1.4 XW/1.4 W.W.F. OVER 6 MIL 1 XW/1.4 W.W.F. OVER 6 MIL I 01/1.4 X01,4 ki F. OVER 6 MIL VAPOR BARRIER OVER I _I = VAPOR BARRIER OVER I I VAPOR BARRIER OVER I VAPOR BARRIE-' OVER I� ® COMPACTED FILL. �� COMPACTED FILL. COMPACTED FILL. I rW'O�llPACWTEC) FILL. �-- I I 21-0"4' 4" tl 16'-2" 'a PROVIDE CONDUIT Pl-�OVIDF CONDUIT' IN IN SLAB FOR C, I IN SLA13 FOR 1, ® 03 I I I ISLAND ELECTRIC I ISLAND ELECTRIC; 1 ® I Fjr-1 1 1111111 __•_-_._..._.,. T7 '�.. MFOS I I I _I I I I I �t SD1 I IMF11 PROVIDE CONDUIT MF06 PROVIDE CONDUIT CH - I SD1 IN SLAB FOR I IN SLAB FOR "/FT. ISLAND ELECTRIC SD1 ISLAND ELECTRIC I I � < c) I Ec) I X CO CO O I. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I� 'PI 2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1 AxW1 A WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL, VAPOR BARRIER ON, SD1MF01 rr 1 .\. / l C) Lo co N r CODE EDITION. i I I I i 1 — "� I A,� / — I o o iC I X CO CO O I. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1 AxW1 A WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL, VAPOR BARRIER ON, SD1MF01 rr 1 .\. / l C) Lo co N r CODE EDITION. i I I I i 1 — "� I A,� / — I o o iC I I PROVIDE WATER LINE` FOR ICE MAKER I MF03 m� PRO�/IDE VA'ATER LINE -: S-? MAKERr FOR ICE M=03 I i' �Ilj,DI I F17, SD1 Ud PROVIDE — PROVIDE I _.f u OAR �CELMAKER � OAR ICEMAKER INE — o I I I I 2'-3" 11'-811 A.ry" __...... —__ 1_...814 _2-4" d MF03 =N IMF03 p,p �SD1 r` SDI I �_ _ MF03 f'J4F0 ..,I rI '1'.i•11� Tom, r�r - - -__- - MF03 ��D� � rr SDI z F- �I � EL -� M00 F06 LL MF06 14'-10" 4'-4" 11'-8" cn 3'-8" 6'-8" kk i 61-211 SDI -� I MF02 N _ , r I SDI z I [-: `O M F03 I frvl F�J 3 r _ n _. U CL I CJ LL � "i MF18 I C, MF11 MF01 MFI1 N_ �' i"WII IVIFD'I Pli 1'i l I I I j' SD1 I SID SDI SDI I, �� SD. r S � I ,� _ ® MF13 NIF'I 3 I_ _ rk MF02 OD"I / NI_F02__._ c z MF19 - 3-112" SD1 �C)'1 IMF - SDI - -ill F 19 611 al - — I SD1 4,1 ® ® 8' 8'-1 O" 8' Y. _. I ®� oil @ ply 00 r _ SDI SDI SDI — SDI MD01 1.'. p �1i 1 r� I LL MF13 MF02 MF13 MF02 - ® SD08 1 L 3-112„ MF08 � r*I, P�1UU f's' m � �, SD� c � rJ _,., _-� +j ` - - _ SD1 MF01 o MF08 = 2 �MC)U'I 'r. - AF I - 0o SD2 MD01 �,, G.a GLJ� _. d21 MFO3 c� — I SD1 -v SD1 c° 2.5 c� <'� _ , . -- ` - �:n I 2.5 _1 SD:j..- -r ` - Y 00 - - ;^ MD01 MU01 MDOI MD01 SD1 �3D1� 425\>-- SD'Z SU2 SD2 SD2 f 6.. 4" ' �E" /}11 2' 2" 16'-0" 4'-2" 2'-2" 81 011 21-211 31.811 5'-g�2° V 9.41 1'-I O" 8'-0" 2'-0" 2' 0" 8 0„ f' '10'1 — 9'4' s'_51 2y211 — 1'L'-4' 10'-2" 11'-10" 22'-4" 22'-0" 22'-0" 132'-8" TWO STORY (U.N.O.) FOUNDATION NOTES: I. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1 AxW1 A WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL, VAPOR BARRIER ON, COMPACTED FILL (FIBER MESH MAY BE USED ILO Will WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END, LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT WIMAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES, 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON Sl FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. w = O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W, U BARS & 3" MIN. COVER TO EDGE OF CONC. F- /\ 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. l� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. z 2.3 WAY MIN. 2" ill CLEARANCE BE -I WEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Ld W BARS & 3" MIN, COVER TO EDGE OF CONC, 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. O ,6 <8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" Mf N. COVER TO EDGE OF CONC. Q v/ dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. /\ 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4� WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC, 54"x54"x16" dp w/#5's EQUALLY SPACED EA, 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. f 60' x60"x16" dp w/#5's EQUALLY SPACED EA. 5� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. 121 INDICATES GRIC61t°91-LED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. 1/4"=1'-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. N �l 0 I hi LLI tr L I- CL �� r O LL O o "® J 0��V�� m u le -I S Q Ilk t i .... w = z U ar of a F- W Q Z j t . c� LL z ~LL o C(- Ld W O Q v/ Z u_I z (0 :D Z_ p ❑ (D Q O o Z ® sl X LU z Q N T A �® O W f-- z - ll Z U LU -D >-®f� 0 a_ W U STRUCTURAL EN(;: BED :D DRAFTING: }re l � O U)-STRUCT: BM �pf Q QC CHECK: CC Z JOB No. TM - 2150877 LU SCALE: AS INDICATED W DATE: 07/23/15 I s2 CD (Ni U) W w cnZ 132'-8" TWO STORY (U.N.O.) 22'-Y'CC 22'-0" 22'-0" 4'-10" 4'-10" tri III F I 2 MF01 S D SDI MF01 ' (_k�l 0o S 1 til M .011J I j�- �IVIFIJ� KMFJ'j� LL � �Dj IM F08 C) LL F_ 6F19 C) 00 - FL 00 FL zi 2 - e_ . - - a IN 101) N 401 `v s 11 MF1 1 SDI �S[Dl �'�D1 M 1 7� 6F17 0�__0-0" FIN. FL.R I ''gull I B W/ 3X6 ER 6 MIL III 31/2"THICK CONC. SLAB W1 6X6 IN11.4 XVIII A W.W.F. OVER 6 MIL VAPOR BARRIER OVER FILL. f'ROV'DE C(JP,,IDUI-T' f"I LAB FOR ISLAND ELECTRIC 3 1/2" THICK CONC. SLAB W/ 6X6 W/1.4 XW/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC PROVIDE I II I PROVIDE W/'kTE R L. I N E jWATER LINE FOR ICE MAK�ER FOR ICE MAKER k 4 MF03 DI SDI U-10" FIN MF 0E 3 1/2" THICK CONC. SLAB W1 6X6 SDI W/1.4 XW11.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC NO WOOD STAKES PERMITTED IN FOUNDATION. COMPACTED FILL. 101 j X PROVIDE I II I PROVIDE W/'kTE R L. I N E jWATER LINE FOR ICE MAK�ER FOR ICE MAKER k 4 MF03 DI SDI U-10" FIN MF 0E 3 1/2" THICK CONC. SLAB W1 6X6 SDI W/1.4 XW11.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC 22'-4" 15'-2" T-2" U-6"3.5 MFSDI 08 SD1 I - (MFO8 �Dl T - 0'-10" FIN. FLR 3 1/2" THICK CONC. SLAB W/ 6X6 W/1.4 XW/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER rMF I '1 (MF01 IF �S[DlSD1)11 I 4 - NO WOOD STAKES PERMITTED IN FOUNDATION. COMPACTED FILL. E 22'-4" 15'-2" T-2" U-6"3.5 MFSDI 08 SD1 I - (MFO8 �Dl T - 0'-10" FIN. FLR 3 1/2" THICK CONC. SLAB W/ 6X6 W/1.4 XW/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER rMF I '1 (MF01 IF �S[DlSD1)11 I 4 - NO WOOD STAKES PERMITTED IN FOUNDATION. COMPACTED FILL. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO 61-2f' DETERMINE s,rEP LOCATIONS IF REQUIRED 4R SEE TYPICAL DETAIL ON LIN,rEL PLAN FOR REQUIRED STEEL BENDS 1 0 S 1� COMPACTED FILL (FIBER MESH MAY BE USED ILO VWVM, WHEN FIBER I W 0 1 H5-1/21 2'-0" R ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT 16-2-' PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL z CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS ----------- - F_ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS L BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 PSF. (�F 2) PENDING SITE CONDITIONS, IF STEMWALL 13 REQUIRED, G.C. TO < 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. ENDS) WIMIN.12 BAR DIAMETER LEGS EXCLUDING BEND @ EA, END. W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. _ 0 �LL F08 C 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN V_� PROVIDE CONDUIT MF1 1 BARS & 3" MIN. COVER TO EDGE OF CONC. SDI 2 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. "0 q BARS & 3" MIN. COVER TO EDGE OF CONIC. IN SLAB FOR SD1 P11 No 2.5 CL MIN (4) # 5 E.W. ISLAND ELECTRIC 1/8'./ T CID F_ 0- z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 22'-4" U) BARS & 3" MIN, COVER TO EDGE OF CONIC. -� I 2" dp W/ #5's EQUALLY SPACED EA. MF01 SDI 1 O36"06"x1 z I - & 0 1 131 PROVIDE PROVIDE MF03 -e SDI WATER LINE WATER LINE Ali FOR ICE MAKER 2'- 1" i FOR ICE MAKER __ __.__.-_ __- 2'-3 1 - 1 1 1 -1 � 9 F03 MF03 (In SDI SDI F e MF03 SDI �I�C 'I3 cry 1 �� 1 00 41`03 9 6 -8" J1 1 IL Zo = 00n. 1=� - I -1 1� 3-4' - SD`I) 4' 91 1 S#3 4' 14'_10" 3'-2111 i- f 1 All F __ ____FI' 51U 1 (tul J7 1"�SDI !LO D�11 A I a n LL 1? r ------- :S 08 _0 2 F 11 F S DI 0 (S D 12 6 z f, 4 SDI,/ fill ---- - ------ - ------ -------- 2/ .1 0'-2"__ 22'-0" NO WOOD STAKES PERMITTED IN FOUNDATION. 'X PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED I - & 0 1 131 PROVIDE PROVIDE MF03 -e SDI WATER LINE WATER LINE Ali FOR ICE MAKER 2'- 1" i FOR ICE MAKER __ __.__.-_ __- 2'-3 1 - 1 1 1 -1 � 9 F03 MF03 (In SDI SDI F e MF03 SDI �I�C 'I3 cry 1 �� 1 00 41`03 9 6 -8" J1 1 IL Zo = 00n. 1=� - I -1 1� 3-4' - SD`I) 4' 91 1 S#3 4' 14'_10" 3'-2111 i- f 1 All F __ ____FI' 51U 1 (tul J7 1"�SDI !LO D�11 A I a n LL 1? r ------- :S 08 _0 2 F 11 F S DI 0 (S D 12 6 z f, 4 SDI,/ fill ---- - ------ - ------ -------- 2/ .1 0'-2"__ 22'-0" NO WOOD STAKES PERMITTED IN FOUNDATION. W 0 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO 61-2f' DETERMINE s,rEP LOCATIONS IF REQUIRED 4R SEE TYPICAL DETAIL ON LIN,rEL PLAN FOR REQUIRED STEEL BENDS 1 0 S 1� COMPACTED FILL (FIBER MESH MAY BE USED ILO VWVM, WHEN FIBER I W I - & 0 1 131 PROVIDE PROVIDE MF03 -e SDI WATER LINE WATER LINE Ali FOR ICE MAKER 2'- 1" i FOR ICE MAKER __ __.__.-_ __- 2'-3 1 - 1 1 1 -1 � 9 F03 MF03 (In SDI SDI F e MF03 SDI �I�C 'I3 cry 1 �� 1 00 41`03 9 6 -8" J1 1 IL Zo = 00n. 1=� - I -1 1� 3-4' - SD`I) 4' 91 1 S#3 4' 14'_10" 3'-2111 i- f 1 All F __ ____FI' 51U 1 (tul J7 1"�SDI !LO D�11 A I a n LL 1? r ------- :S 08 _0 2 F 11 F S DI 0 (S D 12 6 z f, 4 SDI,/ fill ---- - ------ - ------ -------- 2/ .1 0'-2"__ 22'-0" -1 L 6" ':? T_ 04 - I - 00 71iEja 8'-10" 4" r I M 08 U MD01 (0 A 00MF02 (M F 1 3 M F02 SDI o MF01 SDI SDI SDI 2.5 CMF 0 8 MFO8 `i D2 SD21\ �Dl Wo M F08 2.5 MD01 SD2 011 2_ 4, '_0" 81-011 411 61-011 '" 2'-2" -011 9-4 --------- 2e 3-8 81 2Z'-2"' 4'-2" 101-2" 22'-0" e 22'-0" 132'-8" TWO STORY (U.N.O.) FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2113000PS1 CONIC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON NO WOOD STAKES PERMITTED IN FOUNDATION. W 0 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO 61-2f' DETERMINE s,rEP LOCATIONS IF REQUIRED II. SEE TYPICAL DETAIL ON LIN,rEL PLAN FOR REQUIRED STEEL BENDS 1 AND LAP SPLICE. SEE DTL MF09 AND MFIO ON SDI FOR STANDARD U 1� COMPACTED FILL (FIBER MESH MAY BE USED ILO VWVM, WHEN FIBER 1 0 1 H5-1/21 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION R ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL z CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS ----------- - F_ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 PSF. (�F 2) PENDING SITE CONDITIONS, IF STEMWALL 13 REQUIRED, G.C. TO < 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. ENDS) WIMIN.12 BAR DIAMETER LEGS EXCLUDING BEND @ EA, END. W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. _ 0 �LL LAP SPLICES SHALL BE NO LESS THAN 25". C 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN V_� D BARS & 3" MIN. COVER TO EDGE OF CONC. 2 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. "0 q BARS & 3" MIN. COVER TO EDGE OF CONIC. RECESSING DOOR SILLS. <3 �5 No 2.5 CL MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. CID F_ 0- z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 22'-4" U) BARS & 3" MIN, COVER TO EDGE OF CONIC. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE MF11 S 1 2" dp W/ #5's EQUALLY SPACED EA. MF01 SDI 1 O36"06"x1 rM F 1 1 1 S 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. o F- STRUCTURAL ENG: BED 6FI8 :(D) 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W I-_ U) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE BARS & 3" MIN. COVER TO EDGE OF CONC. L O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. THICKNESS OF THE SLAB. FILL CUT WIAPPROVED JOINT MATERIAL OR LU BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. SU1 co �0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN USE ALTERNATE APPROVED METHOD. F- W BARS & 3" MIN. COVER TO EDGE OF CONIC. I 1F_ 07/23/15 dp W/#5's EQUALLY SPACED EA. O60"x60"x16" 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY ,o W n BARS & 3" MIN. COVER TO EDGE OF CONC F * INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. COMMUNITY & COUNTY CODES. °O INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. * INDICATES GRW, �FILLED CELL WITH NO REINFORCEMENT. (MF 3 SD1 MF02 SDI 0 M EM X i 1 0 co I 3D SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0z -1 L 6" ':? T_ 04 - I - 00 71iEja 8'-10" 4" r I M 08 U MD01 (0 A 00MF02 (M F 1 3 M F02 SDI o MF01 SDI SDI SDI 2.5 CMF 0 8 MFO8 `i D2 SD21\ �Dl Wo M F08 2.5 MD01 SD2 011 2_ 4, '_0" 81-011 411 61-011 '" 2'-2" -011 9-4 --------- 2e 3-8 81 2Z'-2"' 4'-2" 101-2" 22'-0" e 22'-0" 132'-8" TWO STORY (U.N.O.) FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2113000PS1 CONIC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON NO WOOD STAKES PERMITTED IN FOUNDATION. W 0 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO Ow DETERMINE s,rEP LOCATIONS IF REQUIRED II. SEE TYPICAL DETAIL ON LIN,rEL PLAN FOR REQUIRED STEEL BENDS 1 AND LAP SPLICE. SEE DTL MF09 AND MFIO ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. COMPACTED FILL (FIBER MESH MAY BE USED ILO VWVM, WHEN FIBER < 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 0 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL z CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS CODE EDITION. W 0 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL 13 REQUIRED, G.C. TO < 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. ENDS) WIMIN.12 BAR DIAMETER LEGS EXCLUDING BEND @ EA, END. W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. 0 24"x24"x12" CIP W/ #5's EQUALLY SPACED EA. LAP SPLICES SHALL BE NO LESS THAN 25". C 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z q BARS & 3" MIN. COVER TO EDGE OF CONIC. RECESSING DOOR SILLS. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. No 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. W 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 22'-4" U) BARS & 3" MIN, COVER TO EDGE OF CONIC. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 2" dp W/ #5's EQUALLY SPACED EA. O36"06"x1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F- STRUCTURAL ENG: BED 42"x42"xI 2" dp w/ #5's EQUALLY SPACED EA, :(D) 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W I-_ U) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. THICKNESS OF THE SLAB. FILL CUT WIAPPROVED JOINT MATERIAL OR LU BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. JOB No. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN USE ALTERNATE APPROVED METHOD. F- W BARS & 3" MIN. COVER TO EDGE OF CONIC. (0 DATE: 07/23/15 dp W/#5's EQUALLY SPACED EA. O60"x60"x16" 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY ,o W n BARS & 3" MIN. COVER TO EDGE OF CONC SYMBOLS LEGEND * INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. COMMUNITY & COUNTY CODES. °O INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. * INDICATES GRW, �FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO Ow DETERMINE s,rEP LOCATIONS IF REQUIRED II. SEE TYPICAL DETAIL ON LIN,rEL PLAN FOR REQUIRED STEEL BENDS 1 AND LAP SPLICE. SEE DTL MF09 AND MFIO ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 0 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL z CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 0 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL 13 REQUIRED, G.C. TO < DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. 1O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. 0 24"x24"x12" CIP W/ #5's EQUALLY SPACED EA. 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"X28"x1 2" do w/ #5's EQUALLY SPACED EA. 0 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z q BARS & 3" MIN. COVER TO EDGE OF CONIC. 9 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W (D 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONIC. W 0 0 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 22'-4" U) BARS & 3" MIN, COVER TO EDGE OF CONIC. 2" dp W/ #5's EQUALLY SPACED EA. O36"06"x1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. F- STRUCTURAL ENG: BED 42"x42"xI 2" dp w/ #5's EQUALLY SPACED EA, :(D) 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W I-_ U) -STRUCT: BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. JOB No. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. AS INDICATED BARS & 3" MIN. COVER TO EDGE OF CONIC. (0 DATE: 07/23/15 dp W/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC SYMBOLS LEGEND * INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT, FTG. TO TIE BEAM (6-4' O.C. MAX U.N.O.). * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG, TO TIE BEAM. * INDICATES GRW, �FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. > LL] 9< 0� 01I I I I I I I I I 0 _j ILL Lj LL (y) 0- -T LLI 00 tu•Uj T < , - voci-I Z 0 0 C) • 0 < < W 'k 0 0 "d1111111 % M U_ _j 0 LU 0 0 U z < 0 (D LU 0 0 ILL 0 0 U) z 0 0 0-1 IL uitY z 0 < D rn r- 0 0 v J, MN C0 z 06 LL 00 0 5 F5 0 Z pc!�,L) 0 < F- 0 Q OZ as AWE W z C-4 N _j wZ LL 0 0 W (-) LL. < 0 W O W 0 U) 0 Ld U) 0 EL z z COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the eY(-_II1qi1/p rn nr4 f KA KI_rA CONS 1/4"=1 I-Ofl C 4 1 1 v y o ULTING IIN4 & DESIGN, OF VVIVIN -N SSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (D Ow 1 0 0 11 MF1 3 I a: SDI W z Z 0 0 z 0 < W F_ U) 0 0 0 0 0 z q z 4 9 LLI _j W (D U) -5 >- 0 W 0 0 0 22'-4" U) W F- STRUCTURAL ENG: BED :(D) RAFTING: W I-_ U) -STRUCT: BM 0 QC CHECK: cc Z LU JOB No. TM - 2150877 SCALE: AS INDICATED FOUNDATION PLAN (0 DATE: 07/23/15 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the eY(-_II1qi1/p rn nr4 f KA KI_rA CONS 1/4"=1 I-Ofl C 4 1 1 v y o ULTING IIN4 & DESIGN, OF VVIVIN -N SSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ih v 11-411 1'-5" V-211 1'-2-- I n° R11 Y-:-, -- 0 em U 4'. M 31ija 1 r-r,u1 44 31"fill 4'. SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (66188"O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. El INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W 0 z W 0 U) W 1 y T T -- CD O _O a_ ❑ U W (n W Lin 0 LU 0 U O Z_ ¢ W 0 ry LL I� 0 W vpela v°e i' C'7 •' ; C o ►]� J O r Q rcc: ¢ U ¢ �. �sl191►91,x' ' 0 EnLLJ J ¢ F- U) ° a w 'yon O I tz) m OU F, ❑ • a ¢ 0 C U0 0 .1 LU c� Q I� `ti�C t ai LL- 0 LO z o O c� W ry F- U Z ❑ c~n _j ❑ W vi n �Z� LL F5 Z Z pFa `107. O J Q�z^v Oz ¢aN12aE W OU cc M03 Q � -- 3 = W �~ N a j O LL- N U I— Z o W W O = QU) Z W E o Q ¢ O W J ❑ O on, Z z W S Z�: 0 Q 0 s OO o OC v. 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Uj c7 W co J O = Z U LU o �- 0 � J m W O W z f - U U 0) Ci �y ^ E f -- U) �v1il 1". Z (n U Z_ o Q z OFo '" W In-Iqk U- W i�-' 5 Q z� p �o gv O O d CL Q U O � � W O WJ T ~ r W J U � I— C) Z o W Z � O U W T- U Q U) X Z W < z ��o� U 0) Ci �y ^ E 0 �v1il 1". Z (n U Z_ [� UFS S z OFo '" W In-Iqk i�-' 5 Q z� p �o gv d < 6 6 q 0 s � � O LL - O O J o 0 Z X z W �- ®® o to- o f LU W ® W u) -i�®F- q O W U STRUC-rURAL ENG DRAFTG: _ DIN I- (n -STRUCT: d CC CHECK: Z JOB No. W SCALE: W DATE: z (D0 � ��o� U, 0) Ci �y ^ E 06 �v1il 1". Z (n U [� UFS S z OFo '" W In-Iqk i�-' 5 Q z� p �o gv 0 U < 6 6 q 0 s H � V) Z LL - O O BED BM CC TM - 2150877 AS INDICATED 07/23/15 I S3.1 NS10SD8 SD5 co AD03 SD2 F09 2[I CO3 F13 F14 F14 BW1 F14 F13 F13 ME O oIl��'I 0 FflI i� I F17 I(] )— I 1 M D03 SD2 SD7 0SD3 0 LD04 I PW03 �LD SD6 SD7 SD6 2 'W08 ISD2 I 4 SD8 SD7 A Q WS11 ; WS03 w LD02 SD5 -- U N SD5 S D4 0 0 SD5 i ( PW02 z SD7 4 B F02 Q 0W �� MD03 - J WF15 SD2 0 IA WF15 LD04 SIM SD6 1 SD6 WF02 A A H z SD6 0 � - 8 ®r F01 19 5 N W5 F1 - ® � M - i N C05 WF06 o LL 00 F19 °O SD3 III SD8 WF13 n� cy) � w _ PW11 LD02 III WS03 w O Z SD�SD4 LD I 1 SD5 7 A F20 1 -) >- 0 F-- o O WS11 IIIB2x12 III B2x12 F® WF15 WF15 (j) SD5 III III W02 SD6 - — SD6 ®®dmH------=---;j B2x12 WS13 U STRUCTURAL ENG: D DRAFTING: H SD5 'BED '" SD7 C04 B o�A`�RTM��a� U) -STRUCT: N N 0 0 a o oLL ii 0 0 0 0 ti ii ii u o 0 0 MD03 oil CC CHECK: WF06 CC SD2 WS 10 SD3 JOB No. WS13 p�/�/pg SD5 WS 11 0 U) F02 SD5 SD8 AS INDICATED B' DATE: SD7 SIM. NO FLOOR SYSTEM __ ... -- 07/23/15 LVII i — — B LO F41 — — — T- @24 B3.5X16 O.C. F03 a g L — F05 — BVV1 PW02 VS50 SD7 i F06 SD4 ® F06 VS13 sD5- WF06 0?' °—FO — — ® SD3 ' -- F09 2[I CO3 F13 F14 F14 BW1 F14 F13 F13 ME O oIl��'I 0 FflI i� I F17 I(] )— I 1 M D03 SD2 SD7 0SD3 0 LD04 I PW03 �LD SD6 SD7 SD6 2 'W08 ISD2 I 4 SD8 SD7 A Q WS11 ; WS03 w SD5 U SD5 SD5 i ( PW02 z SD7 F02 Q 0W �� MD03 - J SD2 0 IA WF15 LD04 SD6 SD6 WF02 A H z SD6 0 8 19 5 N W5 F1 - ® � M - i RF03 SD6 C05 WF06 o III PW08 00 F19 °O SD3 III SD8 WF13 n� cy) � w _ PW11 LD02 III SD5 w O Z SD�SD4 LD I 1 RF01 7 A F20 1 -) >- 0 F-- o O WS11 IIIB2x12 III B2x12 F® WF15 WF15 (j) SD5 III III SD6 - — SD6 ®®dmH------=---;j B2x12 WS13 U STRUCTURAL ENG: D DRAFTING: H SD5 'BED '" C04 o�A`�RTM��a� U) -STRUCT: N N 0 0 a o oLL ii 0 0 0 0 ti ii ii u o 0 0 MD03 ¢ CC CHECK: CC SD2 WS 10 JOB No. WS13 p�/�/pg SD5 BF04 0 U) SCALE: SD5 SD8 AS INDICATED B' DATE: SD7 SIM. NO FLOOR SYSTEM __ ... -- 07/23/15 F17 hasummAr RiEs V 1 1 1 1 [1-: 012� 10=:C—)j-1 u III —a.�-o III 111 III III III III FIRST FLOOR FRAMING PLAN r1i 1/411=1 I -01V 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W r F— L0 N Q CV O 00 00 ¢ O � z J Z W (Y W Q W ry W O � Z= U N O W W 1— 06 O a- < W o � Q� O FW-- d w Q — 0 U co � O O z_ W � W CD ¢ W iY O LL LL uw �, .r•o°� °.�� r,,� LLi o ';4 ❑ �p xq W r, z ¢ o'e000 i- 0 t i'. PRO�l�a 0 w A r/1,lr1144�i��i CQ J I— V) U _w J s r 4 0 O !ID (y) d z a� v O � a U tY QOO T U 1) U L z O v (!) O Z O 0 n. uw Q U W CC) ❑ n 06 `� 0 (¢ og Z LL - 0 Z O Z 0U) -C J ¢�ZX 0 Z) W (-) X W O O O O W v F -- z LL 0 LU 0 W U) z � 0 w U z � Q 0W J ❑ 0 IA W T H z 0 00 O n� cy) w O Z LD W _j CC Cf) -) >- 0 F-- o O IY F— F® J (j) w U STRUCTURAL ENG: D DRAFTING: 'BED '" o�A`�RTM��a� U) -STRUCT: BM ¢ CC CHECK: CC JOB No. rM - 2150877 W 0 U) SCALE: AS INDICATED B' DATE: __ ... -- 07/23/15 S4.0 C) LU W �1 W Z J 2 U I— 1 MD03 MD03 PW08 SD2 SD2 SD8 WS10 SD5 7 _ ® C01 N N WF06 ch �, CD 0 N N LD02 SD3 CD CD a SD4 PW04 _ LD04 PWQ3 I LD04 WF15 SIM '1 SD7 2 SDI SD7 SDI 2 SD6 A 'X --L -�7� 1 CO3 - CO3 `- F01 go op B 4 MD03 I WS03 W II' I SD2 ``- SD5 PW08 PW08 ® SD8 SD8 F13 PW01 PW01 PW02 SD7 SD7 SD7 ®� F14 B 1 I® F14 F14 F02 l!, BW1 F13 B 1 F17 �— -- F41 F 13 A -'- — 3.5X16— F16— — — — — ILL B F03 ip 1 D02 BW1 F05 PW F06 11706 — ',"1 Q—Q1 In A I — 1 — �$ A cm _._.._ .;1 1 x F21 s F09 8 — F17 2- Fi BW1 �L —...--:: - ''I - — N 1 F22 N - /s\ B P W01 -- WS03 SD7 WS03 SD5 1 SD5, ® 'PW02 SD7 WS03 ATTACH TRUSS C08 I SD5 & ANGLE BRACING F31 WS03 PER DETAIL _ F02 SD5 WS10/SD5 WS03 I MD03 1 SD5 SD2 LD04 WF15 I SD6 SD6 5 ® A m A V. IL- A - - 8 RF03 MD03 C08 SD2 0 �0 05 0 o WF15 N 5 19 PW08 � � ' F32 SD7SD8 III WF06 SD6 � �1 III L -Do 2 PW11 SD3 F19 Col rr S�D4S III F20 A 7 PW08 WSD5 04 WS 10 III VIII 1 RF01 SD8 SN BF11 X N WF15 WF15 BF04 II m 82x12 m�� SD7 SD5 B 1 SIM. NO FLOOR SYSTEM SD7 — _ _ _ _ — — — _ = Hre SD6 SD6 ® C04 HC4 `7 T�- :: P 7: P V WS10 MD03 a o ) U- U- u ti ii SD5 SD2 PW08 WS13 SD8 SD5 1 1 I SD3 I VVF06 SD3 NS 1 SD5 :@ 24" ! jO.C. NS51 SD4 S1: SD5 4 M all W 1 1/4"=1 1-011 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LID 0 W LO Q N O O O Q O �- ZJ Z W W o W W Q W O Z = CD 0 r-- W N W j o EL Q o (-) T- U) C) W 0� r1 W Q — o U v7 m W o � P n CO W N 2 EII iz O Wl i Uj rn ``�.b''�:^'`�� ®•orae °• `� ��j� (7 LL[ 00 J a> v Q Q U 0 Q Lr o m W ~� I— C/) o W J O IGj co 0Irip1 U H r f �l , o z d Q o n z U 0— 0 n �� GC�� U ILL- o OC0 glum z Z O 7 0 L ui �- —j U CDU) FJ5 U n rz ❑ LU L �rn n ,N n V) z 06 z N v) 0 ILLc���T ¢ v E! o � � Z C7F4vi @ a 0V) o LL Z Q<ej9 W 3 ~ QtiNF- -' O O o C14 � LU �- 2i z L Q � O W �. z 0 W aa- F^ o o Q o W� ❑ ® s, z � w z 0 Fo0 W O® o :R W a) o ILLI 0 W _j W U)---) ? O I® o O Q T O 0 ry F® F- W Q U STRUCTURAL ENG: BED C, D DRAFTING: AW 000 cn-STRUCT: BIM Q QC CHECK: CC Z JOB NQ. TM - 2150877 W -- - - U SCALE: AS INDICATED W or� DATE: 07/23/15 U) T S4.1 BEARING WOOD WALL SCHEDULE AO (2)2X4 SPF #2 BUILT UP STUD COLUMN STUD LUMBER CONNECTION & FASTENERS UPLIFT O(2)2X6 TAG SPACING SPECIES CAP. (plf) BLOCKING TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 W/(1 8)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" 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. BW7 16" SYP TOENAILS TOENAILS UPLIFT MID -SPAN BW8 16" SYP 1/2 THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN ON MASONRY: SIMP. META16 BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 1000 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. (3) 12d (3) 12d NO BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 E3W11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN 10 1/2" THREADED ROD @ 48" O.C. BW12 12" SYP ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. 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 & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)124 NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE AO (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN OE (3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO7x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN OZ 5 1/4" X 9 1/2" LVL COLUMN 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 @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 W/(1 8)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" 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 NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 221" 10d .148" x 3" 12d .148" x 34" 16d .162" x 31' 8d RING SHANK .113" x 28" 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 TAG SIMPSON CONNECTOR TYPE VALUES VALUES H2x8 TO BEAM: SIMP. HUC48 w/(14)16d NAILS ATTACH KING STUD TO HEADER w/(8) SPF(Ib) SYP(Ib) B2x8 META16 w/(7) 10dx1-2'" NAILS OR w/(6)10d NAILS & (14)4"x24" ATTACH KING STUD TO HEADER w/(10) PLATE TAPCONS META20 w/(7) 10d x 12"" NAILS FRAME TO CMU 1450 1450 Q (2)META16 OR (2)META20 16d NAILS 1-13.5x5.5 TO BEAM: SIMP. HUC410 w/(18)16d & ❑2 (1)ply TRUSS (10)10d x 1Z" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply TRUSS (12) 16d x 12" NAILS PLATE (2)ply 1900 (2)ply 1900 H3.5x9.25 H10A w/(18)10d x 12" NAILS OR ATTACH KING STUD TO HEADER w/(10) H10A 1015 H10A 1340 16d NAILS (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 (10) 10d NAILS HTS20 w/(24)10d x 12" NAILS WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ATTACH KING STUD TO HEADER w/(10) 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 aH2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 5" EMBEDMENT FRAME TO CMU 3140 3140 ON MASONRY: SIMP. META16 HTT4 w/(18)16d x 21 2 NAILS & g EPDXY ANCHOR w/SIMP. TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 NAILS & (18)4'x24" TAPCONS EPDXY MIN. 5" EMBEDMENT ON MASONRY: SIMP. META16 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" 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 928p1f 15 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 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET 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 1 8 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR R 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 2z" NAILS w/8" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 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 DIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 W/(6)16d NAILS FRAME TO FRAME 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 2g LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. 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 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS 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 META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 11. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 12. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 1 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 1 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS ATTACH KING STUD TO HEADER w/(6) �� TO POST: SIMP. HTS20 OR LSTA18 16d NAILS H2x8 TO BEAM: SIMP. HUC48 w/(14)16d NAILS ATTACH KING STUD TO HEADER w/(8) (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" ATTACH KING STUD TO HEADER w/(10) PLATE TAPCONS 16d NAILS H2x12 ON MASONRY: SIMP. META16 ATTACH KING STUD TO HEADER w/(10) Q TO POST: SIMP. HTS20 OR LSTA18 16d NAILS 1-13.5x5.5 TO BEAM: SIMP. HUC410 w/(18)16d & ATTACH KING STUD TO HEADER w/(6) (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ATTACH KING STUD TO HEADER w/(8) PLATE NAILS & (18)4'x24" TAPCONS 16d NAILS H3.5x9.25 ON MASONRY: SIMP. META16 ATTACH KING STUD TO HEADER w/(10) U TO POST: SIMP. HTS20 OR LSTA18 16d NAILS H5.5x11.25 TO BEAM: SIMP. HUC410 w/(18)16d & ATTACH KING STUD TO HEADER w/(12) (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ATTACH KING STUD TO HEADER w/(10) PLATE NAILS & (18)4'x24" TAPCONS 16d NAILS z v) o) v Q ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (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. 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 B3.5x16 (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 B5.25x16 (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 STANDAR 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 TAG HEADER SCHEDULE HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) �� 0t 16d NAILS H2x8 (2)2x8 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 16d NAILS H2x10 2)2x10 #2 SYP w/Z" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND W 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Q z 0 16d NAILS 1-13.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) ® 7 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 0° 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) U GABLE ENDS: 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Q 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) U) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE 1'-0" TO T-11" 4'4" TO 8'-0" SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1 2 1 2 I,(7 CO ROOF NOTES:, N < N CD 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 00 o 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. Q 0 CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED, Z J 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS W W AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ 0 75 17) SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS W Q BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. U 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE o 0 CONTINUOUS FROM FLOOR TO CEILING. N W 06 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O 0-- Q W ADDITIONAL LOADS: F A) ALL CEILING HUNG SOFFITS AND SOFFITS 0 U Q 0� WITH CABINETS AS SHOWN ON PLANS._ U)W [] B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. w Q Q 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS ❑ 0 U) OF ALL HARDWARE BEFORE INSTALLATION. O In 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT Z Q � � EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THISIn DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. -- 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. m THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY Q W r- N TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS 0 ABOVE THE GARAGE. LI - 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN LL`i� I II111���/ PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TOAN f CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE p$ 1D1 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS U a: -j SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR .>'•,©. TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ��. •N�o d NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ��"'�+Qa�p;�,"•°+��`*� CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.��!!Iltll�ay��� 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE Q " ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND [-- BUILDER BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE 3: ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED w o AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. , CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER a �4 poi, t THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. ° O BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ®®®®STOP®®®v AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: �� �� 0t ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) O U O FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" a� LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR � O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND W w x Z Ir @ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR Q z 0 TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF ® 7 SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE LL O FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0° SPACED NO MORE THAN 24" O.C. z S U U GABLE ENDS: O _j � $ ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. ROOFS: �� �� 0t ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) O 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF z FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" a� LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR � O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND B_i w x 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR z z 0 TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF ® NAILING SCHEDULEco SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION Z 0° SPACED NO MORE THAN 24" O.C. PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). S U U GABLE ENDS: C0 _j � $ ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Q W 0 (d,�} N w AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER U) ® z v) o) v Q EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. (� EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAI LS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAI ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHAN HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SH BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH E WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES ° z oFovr o ° ® J wNW'sai C) v) aF Pg c O O �a�W E LS. w U X L` �5 = 3 K, _ r � ¢ Ix o. 3 � N __j v J z U_ P- ALL Z 1-- < W 0 O Z ND ¢ W z LU U) a z CO � Z O < W 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. �� �� 0t ❑ ® 0 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF z LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR � 00 TRUSS DESIGN. w x z z 0 NAILING SCHEDULEco FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION Fz 0° PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). S 0 0 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL O SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ~ a) EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. O NlnTP(Z- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL W �. MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. x 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE H MANUFACTURER. S"fRUCTURAL ENG: BED wl`°�Nca U 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND D DRAFTING: SANFOR� ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH I— (n DIMENSTIONS NOT SHOWN HERE. -STRUCT: BMA Q QC CHECK: CC F= --....... -- _ Z JOB No. TM - 2150877 TES & CONNECTOR L� SCALE: AS INDICATED Cy- DATE. 07/23/15 1/4"=1'-0" D F - COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �� ® 0t � 0 00 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL W �. MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. x 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE H MANUFACTURER. S"fRUCTURAL ENG: BED wl`°�Nca U 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND D DRAFTING: SANFOR� ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH I— (n DIMENSTIONS NOT SHOWN HERE. -STRUCT: BMA Q QC CHECK: CC F= --....... -- _ Z JOB No. TM - 2150877 TES & CONNECTOR L� SCALE: AS INDICATED Cy- DATE. 07/23/15 1/4"=1'-0" D F - COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. d ®LU W EXTERIOR SHEATHING TO BE NAZI FD WITH RSI NAII .R no R n r. ON] Fnr,F Arvn iN FiFi n 1=1 I MI -M-1=11, two 160 �► NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND 9--4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS, IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 1/4"=11-011 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J ,1111141; U W Q T Z rp¢auf`O w �L4W� n F - ¢ooa o 4 a��..° co z U O z J 0- W 0 �O O C) Z_ ❑ iri�6�l�ihili�'ui§' ❑ Z • U) < W W 0 O W • �' Q - Iow ' II4�I,i,� LL O z CD 0 N z U) O 0 O Q tY w WL U 00 W U) 0) ►0 ❑��M(.0 fTW � '0 C) ��?®F- W W 0 7E 0 O W U (D z U STRUCTURAL ENG D DRAFTING: 0 tY (n -STRUCT: m Q QC CHECK: Q W - Z JOB No. W ❑ SCALE: 0 U J W U- DATE: J ,1111141; U W In cj) r. E wzorn T Z rp¢auf`O w �L4W� n ¢ooa o 4 a��..° co w U O z J 0- • 0 �O O C) Z_ iri�6�l�ihili�'ui§' ❑ Z • ( < W IN 0 O W • �' Q - Iow ' II4�I,i,� LL O z UV z z O z U) O 0 tY w WL a � I LL LJ LL W �- 0 U Z 0 W W W O 2 U U Cn Q Z ❑ U W In cj) r. E wzorn U1� Z rp¢auf`O w �L4W� n ¢ooa o 4 a��..° co QQ �r5q U �� X3t z N� () CJ 0 Z_ W 0 O J z z W z 0 I- WL 00 0) ►0 ❑��M(.0 � L ®W(0 ��?®F- W 0 7E 0 W U STRUCTURAL ENG D DRAFTING: tY (n -STRUCT: Q QC CHECK: - Z JOB No. W ❑ SCALE: U W DATE: O 0 �v►Ld�tic BED O BM cc TM - 2150877 AS INDICATED 07/23/15 Oqswillo U Wr o In cj) r. E wzorn U1� Z rp¢auf`O w �L4W� n ¢ooa o (n a��..° co QQ �r5q U �� X3t f— N� OI. CJ 75 �v►Ld�tic BED O BM cc TM - 2150877 AS INDICATED 07/23/15 Oqswillo I I I I I i I 5 — II`--_ H2x8 PW10 WSO4 SD8 VSD5 SIM. USE n2l @ BASE SD7 MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B N 0 d L5 H2x8 II SD5 SIM. USE 21 @ BASE I I I 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 M O 11 W/ STRAPS WS06 SD5 H2x8 21 B SIM. W/ STRAPS J12 PW11 WS06 SD8 SD5 5 A N 5 ¢ ¢¢ ¢ Pwi SD7 SD5 SIM. USE 21 @ BASE MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B EXTERIOR FRAME WALL W/ STRAPS W/ STRAPS SCHEDULE WS06 WS06 WALLS WITH PLASTER OR STUCCO FINISHES SD5 SD5 CD SPACING �U, Yri p INTERIOR ZONE END ZONE 8'-0" Q o 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 H2x8 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 o 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. J13 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. - ---- -- - -- - J09 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF „qll V02 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR J14 REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 24 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. J10 A FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. I A WS03 ^; V03 SD5 I I Rob R07 R08 I - - - R09IN .I V - N 5 1+� 1 V05 if it R39 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 M O 11 W/ STRAPS WS06 SD5 H2x8 21 B SIM. W/ STRAPS J12 PW11 WS06 SD8 SD5 5 A N 5 ¢ ¢¢ ¢ Pwi SD7 SD5 SIM. USE 21 @ BASE MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B '11' C7 N > > > PW05 SD7 EXTERIOR FRAME WALL W/ STRAPS W/ STRAPS SCHEDULE WS06 WS06 WALLS WITH PLASTER OR STUCCO FINISHES SD5 SD5 CD SPACING o �- o 0 INTERIOR ZONE END ZONE 8'-0" Q o 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 H2x8 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 o 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. J13 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. - ---- -- - -- - J09 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR J14 REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 24 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. J10 A FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. I A WS03 SD5 I I Rob R07 R08 I - - - R09IN .I '11' C7 N > > > PW05 SD7 LL - 0 L. GE03 II 0 R46 a LL. II SIM. USE 21 SD3 N @) co 00 a H @BASE H2x8 m m x m -- --- p 47 m R36 IT F - CANTILEVER BEAM FOR GE01 GABLE END BEARING GE01 SD3 STRUCTURAL GABLE W/ FALSE SD3 BEAM BELOW CANTILEVER BEAM FOR GABLE END BEARING EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD 'R13 R14 R15 R16 R17 R18 R19 R21 R12 R10 I gee__ J05 O O R54 NS05 R55 SD5 H2x8 R56 PW11 SD8 SIM. W/ 2X4 WALL GE01 SD3 1914 B R22 R23 R24 R25 N00 II R26 = A R27 J15 1\ J06 MA N CO u� (� o LO 0 NS 55 SD5 J05 21 (WSO4 NF 11 SD4 SD5 GE01 SD3 SD5 NSO4 SD5 WALL LEGEND J = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY 1 W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD &SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 24 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. if �_ • • • • , ®� III ' , ■�I I l II p I- .... _ LL - 0 L. GE03 II 0 R46 a LL. II SIM. USE 21 SD3 N @) co 00 a H @BASE H2x8 m m x m -- --- p 47 m R36 IT F - CANTILEVER BEAM FOR GE01 GABLE END BEARING GE01 SD3 STRUCTURAL GABLE W/ FALSE SD3 BEAM BELOW CANTILEVER BEAM FOR GABLE END BEARING EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD 'R13 R14 R15 R16 R17 R18 R19 R21 R12 R10 I gee__ J05 O O R54 NS05 R55 SD5 H2x8 R56 PW11 SD8 SIM. W/ 2X4 WALL GE01 SD3 1914 B R22 R23 R24 R25 N00 II R26 = A R27 J15 1\ J06 MA N CO u� (� o LO 0 NS 55 SD5 J05 21 (WSO4 NF 11 SD4 SD5 GE01 SD3 SD5 NSO4 SD5 WALL LEGEND J = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY 1 W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 1/4"=11-011 NOTE: SEE PAGE S�°� �®� N®TES AND C®NNECT®� LEGEN® COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. ❑ U W U) LO O W II O U ( z_ m � o W tr III 0 LL °rr (y) �V (y)+ V .••••rWIW iG7 X 00 CJ i � U O �C*' ' QO-s Q _U ;t I'l Own If-% i•$0•"vq �a� �• a� —y z ❑ PRF > O (D \11111jill M LL I T J U) O w J ° QJll/ f U "!u 1, CV ¢ O I' z U c O cYi O LU IL O O z z O �p O CL U z P ° P O �vW,Ji CJS aZS F- O M P U Z N to Q UL I s ® �y 'D ._ v U) 41 h Q �N a 31 W LL z LL L O 71 U F— Z 0 W O W QU W U) b z O Z) z o Q O J ❑ ® it z � LU z Rt z 011 ®® 017- �„ 0 �-- 111M � U ®�,(D (n w � 0 o0 0 � bI�—i W STRUCTURAL ENG: BED D DRAFTING: SgI!!d'0 (n-STRUCT: BM O Q QC Cl W JOB No. TM - 2150877 _- ❑ SCALE: AS INDICATED � DATE: 07/23/15 co EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD &SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 24 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 1/4"=11-011 NOTE: SEE PAGE S�°� �®� N®TES AND C®NNECT®� LEGEN® COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. ❑ U W U) LO O W II O U ( z_ m � o W tr III 0 LL °rr (y) �V (y)+ V .••••rWIW iG7 X 00 CJ i � U O �C*' ' QO-s Q _U ;t I'l Own If-% i•$0•"vq �a� �• a� —y z ❑ PRF > O (D \11111jill M LL I T J U) O w J ° QJll/ f U "!u 1, CV ¢ O I' z U c O cYi O LU IL O O z z O �p O CL U z P ° P O �vW,Ji CJS aZS F- O M P U Z N to Q UL I s ® �y 'D ._ v U) 41 h Q �N a 31 W LL z LL L O 71 U F— Z 0 W O W QU W U) b z O Z) z o Q O J ❑ ® it z � LU z Rt z 011 ®® 017- �„ 0 �-- 111M � U ®�,(D (n w � 0 o0 0 � bI�—i W STRUCTURAL ENG: BED D DRAFTING: SgI!!d'0 (n-STRUCT: BM O Q QC Cl W JOB No. TM - 2150877 _- ❑ SCALE: AS INDICATED � DATE: 07/23/15 co CONTRACTOR TO VERIFY — AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED, (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") nTWPP RAQc iNiTrn pGQAD 10 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO -. ';. LINTEL PER PLAN TRANSOM OPENING JZF`RAME INFILL AROU'�D" WINDOW BY BUILDER / SEE WF01/SD3 FOR MORE INFO \ DOOR OR WINDOW OPENING r' MAX. OPENING 6 FT I IIVTFI 1A// TRAK1QnRA nE:_-A ll SCALE: 3/4" = V-0" SEE FOUNDATION PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1 ST PLY W/ 10d STAGGERED @ 6" O.C, SCALE: 3/4" = 'I'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) CORNER AS REQ'D INDICATED IN GRADE 60 BAR SIZE BEND 0 LENGTH LINTEL, #5 TO BE BEND O 10" HOOK LAP SPLICE HOOKED INTO „B, „C" "D" , „A„ SIDE VERTICALS ' „D„ • y .. d ' ,moa LU • d a �.i "�. `�: y 15 • ' 77 • • • y .d y'q d y 21/2 5 5/8 d ' /.� �� r 3 55/8 121/2 24 #5 31/8 7 ' ' •d 25 33/4 �Q �•4�`- •a ®.... ..,,.tea ® 1 •'I Q. O 30 y 4 z Q 81/16 d ZBOTTOM (��° J 4-1/2 41 STEEL IN LINTEL IF �. �� • z w 36 INDICATE - SHOULD HOOK 43/8 9 13/16 INTO VERTICAL CELLS 35 II.4.� 9 13/16 ROUGH OPENING PER PLAN 'F � ® �• • 7d77' - d d d 41 y: y ' ....I 1. 4• d : I •�v y I ' ° n d 4 4 d IQ y . , NO -SHEAR WALL T OPENING TYPI AL SHEAR WA L SEGMENT d q • y TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO -. ';. LINTEL PER PLAN TRANSOM OPENING JZF`RAME INFILL AROU'�D" WINDOW BY BUILDER / SEE WF01/SD3 FOR MORE INFO \ DOOR OR WINDOW OPENING r' MAX. OPENING 6 FT I IIVTFI 1A// TRAK1QnRA nE:_-A ll SCALE: 3/4" = V-0" SEE FOUNDATION PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1 ST PLY W/ 10d STAGGERED @ 6" O.C, SCALE: 3/4" = 'I'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" „B, „C" "D" , „A„ ,B„ C„ „D„ #3 -17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 4-1/2 8 1/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 5-1/4 9 13/16 21 3/4 42 0 y • d d`1 .�• � •dv. LAP SPLICE EMBEDDED ID08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" STANDARD 90° HOOK L STANDARD 180" HOOK #3=2%2" #4=2%" #5=2%2" #7 = 3 %z' ------ TYPICAL TRUSS ANCHOR PER PLAN f— — PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED -- STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. �— INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT / FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING O 1 1 1 1 1 1 1 1 1 1 0 MIN. 1 8' 0" LO W 1 W U) 1 LL.I Z J U Q PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING W APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE APPROVED LINTEL MANUFACTURERS: I— CASTE-CRETE, QUALITY, AND LOTTS Q STANDARD LINTELS Q CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81`24-113/81`24-013 8F32-113/81`32-013 STANDARD LINTEL NOTES 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000/100 0 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069 / 3069 6113 / 5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693 / 2561 6113 / 3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. z 3'-2" 1217 2165 / 1969 6113 / 2931 8672/4576 10000/6224 w 3'-4" 1006 1663/1349 5365/1999 7342 / 3123 10000/4249 8' BEARING EA. END ❑ 4'-0" 860 1651/1349 5365/199 7342 / 3123 10000 / 4249 9 M 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580836013586 8825/ 4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" 488 991 /991 2661 / 2143 5681 /96-98 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD a 0 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/162 5 3486/2255 6205—/ 2885 ADEQUATE FOR THE LOADS. _O 0- 9'-2" 315 618/535 1533 / 1247 27$1 / 1946 4754 / 2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS ~ IZ 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY C0 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. H W 11'-2" 255 471 / 352 1075/1075 1838/1567 2883/2003 ' U) 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL w 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS ❑ 13'-4" 0 328/0 1234/0 1779/0 2662/0 O U 14'4 0 292/0 1160/0 1660/0 2439/0 (D 16'-0" 0 284/0 950/0 1379/0 1997/0 z 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS 18'-8" 0 142/0 598/0 1114/0 1468/0m — — — — — — 20'-0" 0 180/0 59810 1024/0 1441/0 1' ft PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. p W 20'-8" 0 145/ 0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0824/0 1147 / 0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U•- ,C� CLEAR OPENING 8136-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B STRENGTH = 1900 PSI. 2'-4" 1694/1694 3725/3280 549-9/54210) 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE .� F�� @�••°"���', 2'-8" 1425/1425 3343/32 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. '"•� "�' T-0" 1230/ 1230 2769 _/2769 4085/4085 ;� a .Co M ' �" LLl 0o Sh ave, 9-Y q 3'-4" 1081/ 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE � � �4 � �` �� z 4'-4" 846/833 2121 / 1716 3127/2839 v nz" --d `" Q • > �� d5 ❑ (j 5'4" 664/572 1761 / 1761 _2595/2595 LINTEL F =FILLED WITH GROUT/ @'*� �°�+.Ir„� LLi Q 6'-4" 526/434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS r+® s•!« •. —� U = UNFILLED R =RECESSED °ag®o®an°+��`` Q 7'-4" 480/322 1334 / 1334 1964/1552 QUANTITY OF #5 REBAR @ o Q 8'-4" 415/235 1152 / 1152 1694 / 1552 O 8131`6-1B/1T BOTTOM OF LINTEL CAVITY r'�� 4 PR �A �� r 8F16-1B/1T o'"�"� m LL 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER (D 8F8-1B/1T —� 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O QUANTITY OF #5 REBAR AT TOP Q`'Y 8131`14-1 B/1 T s NOMINAL HEIGHT O° 8F16-1B/1T NOMINAL WIDTH U v� O TYPE DESIGNATION w O E 8RF14-0B/1T a t10 F 81`16-0B/1T1-1/2" CLEAR 0 O 8F20-1B/1T s _ — ❑ • Q- _ z "U 8F20-0B/1T v T #5 REBAR AT TOP MIN. (1) REQ'D o C.M.U. 0 8RF22-1B/1T z - = GROUT a~ O @ O 81`24-1B/1T L6z — •�-= #5 REBAR AT BOTTOM OF LINTEL z OSS' L CAVITY ti��� LL O 8RF22-OB/1T '—BOTTOM REINFORCING PROVIDED O �0 7-5/8" ACTUAL IN LINTEL (VARIES) z O 0 8F24 -013/1T 8" NOMINAL WIDTH O 8RF30-1B/1T FILLED O O �' 81`32-1B/1T 1-1/2" CLEAR. �- F- O 8RF30-OB/1 T J — - Q W d: F O 8F32 -0B/1T v _ #5 REBAR AT TOP MIN. (1) REQ'D Z C.M.U. T 8F38 -1 B/1T oo n �, O O 81`12-1B/1T z N ',i N vQzN�w O 8F40 -0B/1T * --- BOTTOM REINFORCING PROVIDED O 7-5/8" ACTUAL IN LINTEL (VARIES) z _ O F -0 V� 81`8 -0B/1T 8" NOMINAL WIDTH O I— V) G r� V) FXr O UNFILLED 0 _j (0 a � g O 0 �ao� 0 SAFE LOAD TABLE NOTES ���3 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED F- W Z,~ N LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O " RECESSED LINTELS BASED ON 4" NOMINAL BEARING. LU 2. 0 = NOT RATED, Z I-- 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 O U _ _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U C0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY, z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY ❑ LU CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 2 z 9, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O n ❑ QD 0 LU z 7 W z Q 0 W O® O Cn F- LUF- 9 w ®j C73-5 >- O W P" STRUCTURAL ENG: BED 9,0ILD//V D DRAFTING: — — S�r�,�oD C/) -STRUCT: BM OC CHECK: CC ° STM W JOB No. TM - 2150877 W SCALE: AS INDICATED LLI DATE; � 07/23/15 L7 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of es P � th e documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Z:):3. U CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS 4 .;e •.4 . 4: -7 Til BOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK v INTO VERTICAL CELLS ROUGH OPENING PER PLAN e d a v ,• METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW 10" HOOK IS NOT REQUIRED TO BE FILLED �— STANDARD 90 DEGREE HOOK y. .dl 4. l- .4 a y rt- w TYP. BOND BEAM 8" x 8" x 16" K.O. o ° 4 -: LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR O LL a J Z a I L IL w U) . 4 0 ® .4 . STD. 90 DEGREE ANGLE 3000 psi ' `' I_F Q CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION a SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" NON -SHEAR WALL AT OPENING „D., TYPI AL SHEAR WALL SEGMENT "D" #3 17/8 LINTEL PER PLAN 7 15 21/4 41/4 91/4 I4 #4 21/2 5 5/8 TYPICAL MASONRY CONSTRUCTION 8RF22-0B/1T SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" NON -SHEAR WALL AT OPENING „D., TYPI AL SHEAR WALL SEGMENT "D" #3 17/8 LINTEL PER PLAN 7 15 21/4 41/4 91/4 I4 #4 TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" SEE FOUNDATION PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8RF22-0B/1T SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" "B"„C„ z „D., „A„ "B” 1C11 "D" #3 17/8 LINTEL PER PLAN 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 12 '1 /2 °.' #5 TRANSOM OPENING 7 113/4 25 33/4 7 151/2 30 #6 33/4 8 1/16 14 30 41/2 81/16 181/2 36 #7 43/8 ZFRAME INFILL AROUND, 16 1/2 35 51/4 9 13/16 21 3/4 42 U) WINDOW BY BUILDER 8RF30-0B/1T ¢ z vO J ' SEE WF01/SD3 FOR 0 Z U OF, s 8F32 -OB/1T MORE INFO Q z oo - SUPPORT. 0 C.M.U. W J w O 8F38-1B/1T �O - < 0 n 0 O 8F12-1B/1T Z DOOR OR WINDOW OPENING u 06 FNn� v z�� o)LL 0 MAX. OPENING 6 FT BOTTOM REINFORCING PROVIDED O _j Z �.. 0F=0t6�n 0 8F40-0B/1T--- 7-5/8" ACTUAL IN LINTEL (VARIES)Z 8" NOMINAL WIDTH 0 Q O U) a 0 Q g Ow 8F8 -0B/1T LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" SEE FOUNDATION PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8RF22-0B/1T GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" "B"„C„ z „D., „A„ "B” 1C11 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 12 '1 /2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 8 1/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 I a4 a,• J ' ° LAP SPLICE EMBEDDED 1 D08 REBAR SPLICE DETAIL SCALE: 3/4" =V-0" STANDARD 90" HOOK U STANDARD 180° HOOK #3=2%Z' #4=2%Z' #5=2%' #6 = 3" #7=3%' 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. " . PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE W LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: Q APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1'-6" 2231 3069/30 69 6113 / 6113 8974 / 8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE 1-0 BE GROUTED SOLID TO TIE BEAM. Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. I= 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END, ALL RECESSED LINTELS TO HAVE MIN. W T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END Q 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 W 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ' 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Z 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 2 O 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 0 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 U 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY z U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. I- W 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 w I) 12'-0" 239 418/297 1075/1045 1838 / 1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL o 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS O U 13'-4" 0 328/0 1234/0 1779/0 2662/0 O 14'-0" 0 292/0 1160/0 1660/0 2439/0 z 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 Z j 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f'c PRECAST LINTELS = 3500 PSI. Q W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. ft PRESTRESSED LINTELS;z 6000 psi. 2 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f' 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 22'-8" 0 110/0 450/0 824/0 1147/0 9 p RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. �� �' "°°°®s `�J� LLI CLEAR OPENING 8R6-1 B/8R6-0B 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB ,.� 4Mr-k.. a2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE '� M s co 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. : O 1;►J4 Y 3'-p" 1230/1230 2769/2769 4085/4085 Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE -� �`' 15"t Q 4'-4" 846/833 2121/1716 3127/2839 �' °° ast -j 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT /°'Oo.o ®°•° --1 w 0 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U =UNFILLED R = RECESSED!, P 714" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ w? �J��9619 a s ��� > O 8'-4" 415/235 1152/1152 1694/1552 O8RF6-1 B/1T BOTTOM OF LINTEL CAVITY m _j 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN Iii 1 LINTEL PLAN 1/8"=1 I-Ofl 8F10-1B/1T ° 8F8-1 B/1 T F�— QUANTITY OF #5 REBAR AT TOP Q O c 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH w O TYPE DESIGNATION O 8RF14-0B/1T 0 o���J\ m O 8F16-0B/1T 1-1/2" CLEAR 0U;I'�iIVI°d%hlul"°Ilill�"a'y'y '!(C�j?� o ijjj Tau r 0 8F20-1B/1T Q w — 4: :E_ —#5 REBAR AT TOP MIN. (1) REQ'D "� U o O" 8F20-0B/1T O _j_ '- Q Q _ C.M.U. w 8RF22-1B/1T oo z _ O �n : GROUT Q��''ydi��J��� 0 8F24-1 B/1 T d #5 REBAR AT BOTTOM OF LINTEL U CAVITY U 0 8RF22-0B/1T F-^ �I---�I` BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) p� 2. 0 = NOT RATED. z z 0 W O 8F24 -013/1T 8" NOMINAL WIDTH O 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O 7- FILLED 65 ° 5. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING O 8RF30-1B/1T ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q O 8F32-1B/1T 1-1/2" CLEAR 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. L w 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY U) O 8RF30-0B/1T ¢ z vO J #5 REBAR AT TOP MIN. (1) REQ'D U 0 Z U OF, s 8F32 -OB/1T Q z oo - SUPPORT. 0 C.M.U. W J w O 8F38-1B/1T �O - < 0 n 0 O 8F12-1B/1T Z u 06 FNn� v z�� o)LL 0 BOTTOM REINFORCING PROVIDED O _j Z �.. 0F=0t6�n 0 8F40-0B/1T--- 7-5/8" ACTUAL IN LINTEL (VARIES)Z 8" NOMINAL WIDTH 0 Q O U) a 0 Q g Ow 8F8 -0B/1T J D UNFILLED C) z ziEa�'�a p ® _j QaW6WE 11 SAFE LOAD TABLE NOTES LLJO I� a: `E VS� 3 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Fz _ W z Q Z IN_j L1_W e1 Q LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 5 Z O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. LU -- > COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited v F-^ 2. 0 = NOT RATED. z 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 0 W W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O 7- 5. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q z 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY U) CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 SUPPORT. 0 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 Q O W J p ® 11 Z a: Z w 1�7J) z 0 1 IT-•�e s 00 O 2E z U ®Z v, W O I — o O :r O w � STRUCTURAL gUI LU/iy C U ENG: BED _... D DRAFTING: -- — U) -STRUCT: BM O� < QC CHECK: CC 1— _._ .- w JOB No. TM - 2150877 SCALE: AS INDICATED W tY DATE: 07/23/15 U) S5.1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited (1) #5 FROM FTG. TO - IF BRIG. WALL ABOVE- (1) #5 FROM FTG. TO f* HOLD BRG WALL BACK TIE BEAM SPLICE TO\ _ - q I BE - TIE BEAM SPLICE TO a FOUNDATION PLAN MIN. 25" GROUT p— i� !1� w BE MIN. 25" GROUT - PAST DEEPEST STEP CELL SOLID - �� - CELL SOLID - WALL SCHEDULE WIDE FOOTING REQ'D • y •°V MIN 4' BELOW MASONRY WALL 4 I ayd MASONRY WALL (1) #5 CONT. w/ 1-1/2" z o SEE PLAN--_ _ ' . v .. --III SEE PLAN O JDATION PLAN CONCRETE SLAB PER PLAN _ CONCRETE SLAB PER W' O4�FUNDATIONPLAN IFOUNDATION T O VARIES ' • a °, y' SEE PLAN I. W m .41 CID 0 GRADE I� GRADE z w z I -d' I---- a ° .e .:I'v z Q y d LL. -co (2) #5 BARS CONT. —� ' ' I _-I W/ 3" COVER TYP.CLEAN COMPACTED (2) #5 BARS CONT. I I3�' COVER' I CLEAN COMPACTED W/ 3" COVER TYP. 113' CO IVER FILL @ 5% STANDARD FILL @ 95% STANDARD DENSITY If 1'-4" DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS �FOTYPICAL EXTERIOR FOOTINGFO TYPICAL GARAGE CURB FOOTING z 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. U-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER FOUNDATION PLAN (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS IFO FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. GRADE ILAI( 4 __ o ' I �—III—III —III b' I_ _° ''' q•;' -- I I I =1 I I—III—III—I I II -1111 HY8'11 I i I.1 IL lil— F- LU 7 0 0 co CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 16" cf� ,N COMPACTED > FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3" co 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN NF0DOUBLE STEP FOOTING 3/4"=1'-011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP IF BRIG. WALL ABOVE- . f* HOLD BRG WALL BACK 2x BRIG WALL PER 4 4 •4 1/2" J -BOLT W/ MIN. 6" 2 -STORY CONDITION 1 4 FOUNDATION PLAN SO GYP FINISH IS p— i� !1� w PLAN AND BEARING Co PAST DEEPEST STEP Q y' W ❑ W w FLUSH w/ FOUNDATION Q WALL SCHEDULE WIDE FOOTING REQ'D • y •°V MIN 4' BELOW �� `°• � I I=1 4 I ayd ;. SLAB PER (1) #5 CONT. w/ 1-1/2" z o U z . v .. --III FILL @ 95% STANDARD O JDATION PLAN COVER TYP. O 1 41 1-1/2" COVER TYP. CONC. SLAB PER O t �•. �. rr • rQ.. � r�p.tr.' , e. • �- - CO FOUNDATION PLAN H L 1/4" EXTERIOR DOOR POURED SILL CONCRETE SLAB PER — (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'I - - I U) COVER TYP. COVER TYP. FOUNDATION PLAN z z W 2x PT SILL PLATE MIN. 25" LAP SPLICE a� w- CLCL d. a.. a y y CD I I ISI- I_ a � — -_.I Q'• —_ '' � „ I -III- h — y �I II A —7111 - 11- I I V I—III I—__I I 16" cf� ,N COMPACTED > FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3" co 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN NF0DOUBLE STEP FOOTING 3/4"=1'-011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'4" % 3/4"=1'-0" FILLED CELL PER PLAN 3/4"=:V-0" W 2x BRIG WALL WALL PER 0 PLAN AND BEARING WALL SCHEDULE V_ . f* < ILI W 4 4 •4 a 4 F- 2 -STORY CONDITION 1 4 FOUNDATION PLAN •IYI- 0 p— i� !1� w PER MFG Co (3) #5 BARS w/ 20" Q y' W ❑ W w U Q tY WIDE FOOTING U • y •°V y. . I I1 I I= �� `°• � I I=1 4 I ayd d •• _:I�I I I=1 I I N z o U z . v .. --III FILL @ 95% STANDARD O ■ 4 O IIIIII� Q DENSITY O w �•. �. rr • rQ.. � r�p.tr.' , e. • �- - CO ❑ Lu U) H W EXTERIOR DOOR POURED SILL I�I L (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'I - - I - 16" MIN.= COVER TYP. COVER TYP. -� I I -III-III-III-III-I - (2) #5 BENT BARS w/ MIN. 25" LAP SPLICE THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'4" % 3/4"=1'-0" FILLED CELL PER PLAN 3/4"=:V-0" W 2x BRIG WALL WALL PER 0 PLAN AND BEARING WALL SCHEDULE CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" 4_4 FILL @ 95% STANDARD COVER TYP.; AT DENSITY 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BEARING SLAB STEP DOWN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS d y 1d,'. r I #5 CONT. '`I • , °. °' REINFORCEMENT SEE a 1• I ° 4- FOUNDATION PLAN a a e I: FOR QUANTITY THRESHOLD PER MFG #5 x 25" x 25" CORNER co w v w SLOPE PER MFG 3/4"=1'-0" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY BE 20" WIDE -/ - - - - - - In 7 Q ILU O � FO FOOTING AT INTERIOR BEARING o J 3/4"=1'-0" w v� f� > ••oq�•••®. �_J� "fly. � �-- •° ••�' p�I'i L CO 0)Fa z Uj cc MASONRY WALL R� •°� Z ❑ SEE PLAN _ - ire' ®d® ••��o•d0•� ` > O CONC. SLAB PER I (1) #5 FROM FTG. TO O ` /if Illi No tope [a LL FOUNDATION PLAN - - TIE BEAM MIN 25" J - SPLICE GROUT CELL Q SOLID PER PLANS z _ I— _ y • q a I y BAR, ONE FOR EA. q ° 1 y y n O �i/ m .. a p ° .4 4.' QI HORIZONTAL . :.,j 4 • ' • d , - o O ►�.."+ I I, a. y I CONC. SLAB PER W I= I=� e ° a _ I ISI =1 = I U U pu Ir �1� o y , i REBAR, TYP. U.N.O. FOUNDATION PLAN -I 1 1= _' ❑' 4 �" �4�•:_�• �<� � ..� �=�.� � ®� 1.: � -III=, I I — I — I— I I ; ,III-� o (2) #5 BARS CONT. I =III-III=III III- I �' U a ° va TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" SEE PARTY WALL / 11 3/411=11-011 WOOD POST PER PLAN - -- 1/2" J -BOLTS OR ALL THREAD DETAILS (S7) FOR 1 2 J -BOLTS OR ALL THREAD RODS 6" FROM FOR SIZE AND BASE RODS 6" FROM EA. END OF WALL WALL ASSEMBLY EA. END OF WALL AND @ SEE PARTY WALL 411 CONNECTION AND @ 32" O.C. W/ 7" MIN. EMBED DETAILS - `-- -- - `'� �if INTO CONC. 2"O CONIC. MIN. EMBEDINTWALL ASSEMBLY OR TOP COURSE TO BE GARAGE SEE PARTY WALL CHAIR BLOCKS. PT BOTTOM PLATE - t DETAILS (S7) FOR ..r i W/ 3" COVER TYP.; @ f* < io CONC. SLAB PER z 2 -STORY CONDITION 1 4 FOUNDATION PLAN ❑ 4"- PER MFG 2x P.T. SILL PLATE (3) #5 BARS w/ 20" Q , w U Q tY WIDE FOOTING U O I I1 I I= �� `°• � I I=1 O ;III=1 •• _:I�I I I=1 I I N z o U z Z FILL @ 95% STANDARD O �3 0 CL O IIIIII� Q DENSITY O '� c) z FILLER ❑ Lu U) H W EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU L CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" 4_4 FILL @ 95% STANDARD COVER TYP.; AT DENSITY 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BEARING SLAB STEP DOWN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS d y 1d,'. r I #5 CONT. '`I • , °. °' REINFORCEMENT SEE a 1• I ° 4- FOUNDATION PLAN a a e I: FOR QUANTITY THRESHOLD PER MFG #5 x 25" x 25" CORNER co w v w SLOPE PER MFG 3/4"=1'-0" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY BE 20" WIDE -/ - - - - - - In 7 Q ILU O � FO FOOTING AT INTERIOR BEARING o J 3/4"=1'-0" w v� f� > ••oq�•••®. �_J� "fly. � �-- •° ••�' p�I'i L CO 0)Fa z Uj cc MASONRY WALL R� •°� Z ❑ SEE PLAN _ - ire' ®d® ••��o•d0•� ` > O CONC. SLAB PER I (1) #5 FROM FTG. TO O ` /if Illi No tope [a LL FOUNDATION PLAN - - TIE BEAM MIN 25" J - SPLICE GROUT CELL Q SOLID PER PLANS z _ I— _ y • q a I y BAR, ONE FOR EA. q ° 1 y y n O �i/ m .. a p ° .4 4.' QI HORIZONTAL . :.,j 4 • ' • d , - o O ►�.."+ I I, a. y I CONC. SLAB PER W I= I=� e ° a _ I ISI =1 = I U U pu Ir �1� o y , i REBAR, TYP. U.N.O. FOUNDATION PLAN -I 1 1= _' ❑' 4 �" �4�•:_�• �<� � ..� �=�.� � ®� 1.: � -III=, I I — I — I— I I ; ,III-� o (2) #5 BARS CONT. I =III-III=III III- I �' U a ° va TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" SEE PARTY WALL / 11 3/411=11-011 WOOD POST PER PLAN - -- 1/2" J -BOLTS OR ALL THREAD DETAILS (S7) FOR 1 2 J -BOLTS OR ALL THREAD RODS 6" FROM FOR SIZE AND BASE RODS 6" FROM EA. END OF WALL WALL ASSEMBLY EA. END OF WALL AND @ SEE PARTY WALL 411 CONNECTION AND @ 32" O.C. W/ 7" MIN. EMBED DETAILS - `-- -- - `'� �if INTO CONC. 2"O CONIC. MIN. EMBEDINTWALL ASSEMBLY OR TOP COURSE TO BE GARAGE SEE PARTY WALL CHAIR BLOCKS. PT BOTTOM PLATE - t DETAILS (S7) FOR ..r SLOPE W/ 3" COVER TYP.; @ f* < io ?..a 2 -STORY CONDITION 1 4 O 4"- PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" Q , ay5��' H�5 U Q OR GRADE 1/4" PER WIDE FOOTING U O _ FOOT AWAY FROM CLEAN COMPACTED LL. J z o U z BUILDING FILL @ 95% STANDARD O �3 0 ° O ELASTOMERIC JOINT DENSITY O U z FILLER ❑ Lu U) f� EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU L o o Q o J 100 ° 3/4"=1'-0" 8" CMU BLOCK ------- ENTIRE BASE TO BE PT BOTTOM PLATE THREADED ROD 3-1/2" CONC. SLAB SEE PARTY WALL 3-1/2" CONC. SLAB w/ - FILLED SOLID INFORMATION, ONLY w/ FIBERMESH REINF. DETAILS Sl FOR FIBERMESH REINF. - (1) #5 FROM FTG. TOP VIEW CORNER 3-1/2" CONC. SLAB w/ ( ) OVER 6 MIL. VAPOR TO TIE BEAM SEE ELEVATION FIBERMESH REINF. REQ'D AT WALL WITH OVER 6 MIL. THREADED ROD - OVER 6 MIL. VAPOR UPLIFT VAPOR BARRIER INFORBARRIER SPLICE TO BE MIN MATION, ONLY CONC. SLAB PER CMU BASE w/ (1) #5 BARRIER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE a °' d • • : ., . a L�y Z • ° 4 DRIVEWAY BY ,-- .r-00�' - SEE FOUNDATION FOR n a ¢ I - a _ BUILDER- CONCRETE 4" Q _ PAD SIZE ". w OR PAVERS I. a ' . ' w I � CONC. SLAB OR -^rI. a :I• r j w I — .: I - pa PAVERS PER PLAN y° ; ", 0 W _ _ =- _ '.� — -- "• ' I ' "' ° I ., "' FILL @ 950MPACTED CLEAN COMPACTED ' pI I I (3) #5 BARS FILL @ 95% STANDARD '. 4 ° `a°- STANDARD DENSITY. DENSITY - - L4% . 4- 4'. 2'-0" CONT, _ y ,• 81, 311 COVER TYP. 8" x 8" THICKENED _I I- ° <, . ,� �a�N� m 4 EDGE w/ (1) #5 CONT. CLEAN COMPACTED - Ia q A ° FILL @ 95% STANDARD DENSITY - - - - MF1 THICKENED EDGE @ GARAGE DOOR "F1FOOTING @ ENTRY MASONRY COLUMN F1 MAEFOUNDATION 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. DIAMETER TO BE PIPE SIZES LARGEn THAN THE PENETRATING PIPE 3/4"=1'-0" PARTY WALL SCALE: 3/4" =1'-0" REQ'D AT WALL WITH UPLIFT U) 00 W— r. _ I CLEAN CLEAN �1 1 1 III—I COMPACI-ED FILL COMPACTED FILL r @ 95 /o STANDARD (3) #5 BARS DENSITY 25" GROUT CELL SOLID ' '1y III 1 1 1 1 Idl I I I 411'1 11= ITI 4N= - Ll I I I IF (3) #5 BARS V-8" CONT. @ 95% STANDARD CONT. DENSITY 2-0 41F`1'8 TYPICAL FOUNDATION GARAGE 4F1 TYPICAL FOUNDATION CMU PARTY WALL SCALE: 3/4" = 1'-0" PARTY WALL SCALE: 3/4" = 1'-0" ❑ Ld tY f* _J U Z 0 WU j��� Q) O ® z �_ a � o Q 0 O O _ U tr tr J z o U z I -- `-' 0 O m U U z ❑ Lu U) o o Q o J � � W%:9 TOP (2) #5 x 4'-0" Z CENTERED AT PIPE PVC OR SCH40 SLEEVE w X PENETRATION z t- _ _ 0'A � 8 CMU - q 71TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE ---_ - � 4— � _ z FINISH PER ELEV. Q _ CENTERED AT PIPE I - - T° =III- I ►- M 8" C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV.--I I- — — _ I - z— 'I •4 f. — I 3: O 0 - FINISH FLOOR °D - —III= `a =I I- O PENETRATING — 4, c F_ GRADE PIPE PENETRATING PIPE III—III—I--- z U ® Z 4 SEE FDN. _ O W W LOOP TIE (TYP.) ° 44 I I SIZE & RPLAN ONF. I p O a OIL— PIPE PERPENDICULAR TO FND L IL FOOTING PER PLAN _ z� ' j = = i — — = I I TOP (2) #5 x 4'-0" :III=1 I 1=1 11= LO _ _ CENTERED AT PIPE CLEAN COMPACTED I. PENETRATION PVC OR SCH40 SLEEVE U FILL @ 95% STANDARD TING PER PLAN I -I DRAFTING: SA STRUCTURAL ENG: BED �0 -1 i = - I 1 I � I � u FDN PLAN �,�.Q�D (SIDE VIEW ) DENSITY III SEFOR SIZE --I I ° ° 4 4 °.. 4 ° U) -STRUCT: BM IIIn'rM&REINF.(FRONT VIEW) PVC SLEEVE Q CC CHECK: CC w JOB No. TM - 2150877 PIPE VERTICAL THRU FDN __ ° ; ,. — I-- - SCALE: AS INDICATED 07/23/15 TYPICAL FOUNDATION PENETRATIONS _I 1— I— —1 I I- L —III= I I=1 I I NOT USED z PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. r ji CO W ;. ' 7 ` �~ ENTIRE COLUMN TO a l BE GROUT FILLED Uj w ...�`,.. U.N.O. 07 F, a7i 47.7 IF PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET NOTE: CUT BACK 2x8 GARAGE BUCK DETAIL P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. _ 2 TAPCON ANCHORS - PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION f CONNECTION f EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS. AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD` O/C 2x P.T. PLATE 1/2" x 8" A.B. OI HD@32"O.C. FROM EA. ENE ON BASE PLAT TOP KNOCK O COURSE W/ (1 CONT. 'VFX KNEEWALL ABOVE MASONRY WALL ARCH PER ELEV 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR CENTERED GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 1-1/2" x 3/16" THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) 1/2"=11-011 LINTEL (SEE PLAN) SEE TYPICAL HEADER FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE ADDITONAL INFORMATION (HEADER CAN BE EITHER UPSET OR SEE PLAN FOF FRAMING INF( THREADED RO PLAN / BEARIN( SCHEDULE. ON REQUIRED WHI INDICATED ON SCHEDULE. MII FROM END OF MASONRY WAL BLOCKING PE WALL SCHEDI BASE PLATE CONNECTION WALL SCHEDI PT BASE PLA ADO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU —fir ;11 HEADER (SEE PLAN) ARCH PER ELEV 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" F CHORD WITH (4) 10d WALL WITH STUDS @ (1) #5 VERTICAL IN c GROUT FILLED CELL (IF STRUCTURAL REQ'D PER PLAN) F HEADER PER LOCATION SIDES FROM TOP OF NOTE: SEE MD08 ON WALL TO BOTTOM OF LINTEL PLAN FOR BEAM. ATTACHED PER ADDIT'L REBAR INFO NAILING SCHEDULE VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET NOTE: CUT BACK 2x8 GARAGE BUCK DETAIL P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. _ 2 TAPCON ANCHORS - PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION f CONNECTION f EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS. AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD` O/C 2x P.T. PLATE 1/2" x 8" A.B. OI HD@32"O.C. FROM EA. ENE ON BASE PLAT TOP KNOCK O COURSE W/ (1 CONT. 'VFX KNEEWALL ABOVE MASONRY WALL ARCH PER ELEV 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR CENTERED GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 1-1/2" x 3/16" THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) 1/2"=11-011 LINTEL (SEE PLAN) SEE TYPICAL HEADER FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE ADDITONAL INFORMATION (HEADER CAN BE EITHER UPSET OR SEE PLAN FOF FRAMING INF( THREADED RO PLAN / BEARIN( SCHEDULE. ON REQUIRED WHI INDICATED ON SCHEDULE. MII FROM END OF MASONRY WAL BLOCKING PE WALL SCHEDI BASE PLATE CONNECTION WALL SCHEDI PT BASE PLA ADO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU —fir ;11 HEADER (SEE PLAN) ARCH PER ELEV 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN V DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 �" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. MIN. 2x4 SPF #2 KNEE CHORD WITH (4) 10d WALL WITH STUDS @ Q O 16" O.C. W/ 2x4 SPF CONT. STRUCTURAL BLOCKING ATTACH TO SHEATHING ON BOTH HEADER PER LOCATION SIDES FROM TOP OF NAILS WALL TO BOTTOM OF 7/16" OSB EACH SIDE, BEAM. ATTACHED PER W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS 2x BUCKS, IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN V DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 �" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. PRE -CAST LINTEL PER MIN. 2x4 SPF #2 KNEE CHORD WITH (4) 10d WALL WITH STUDS @ Q O 16" O.C. W/ 2x4 SPF CONT. STRUCTURAL BLOCKING ATTACH TO SHEATHING ON BOTH 7/16" OSB W/ (2) 8d SIDES FROM TOP OF NAILS WALL TO BOTTOM OF 7/16" OSB EACH SIDE, BEAM. ATTACHED PER W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS 2x BUCKS, AT BASE ARE - REQUIRED NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. PRE -CAST LINTEL PER IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2 Q O PLAN ADD 2x4 VERTICAL REQ'D @ TOP CHORE SCAB IN EACH TRUSS ATTACHMENTS (2) 2x PT BUCKS w/ 1/2" IF NO WEB IS PRESENT ATTACHMENT REQUIREMENTS U) O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS F- U IF DBL. NAILER IS Z 2x4 3/16" x 3" 12" O.C. 1 2x4 'X' BRACE ACROSS J USED, USE 1/4" x 4-1/2" LENGTH OF j 8'* SHEARWALL TAPCONS; SEE NOTES LU 2x8 3/16" x 3" 12" O.C. 2 NAIL SCAB TO TOP W FOR SPACING CHORD WITH (3) 10d TOP AND BOTTOM MI ❑_ (2) BAYS PAST A/C FASTEN PT 2x NAILER W 0 O TO MASONRY NOTES: LAP W/ (2) 16d NAILS Z 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, TO EACH TRUSS. TYF FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM EACH SIDE Z DOUBLE TOP PLATE w/ ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK N Q PRE-ENG.TRUSS PER 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 17 BOTTOM CHORD DOUBLE TOP PLATE STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN p 0 - PLAN THIS CASE. E ROOFING MATERIAL 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ❑ U PER ARCHS BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" �W (n Q O.C. @ EACH SUCCESSIVE BUCK f^ SEE FRAMING PLAN 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Lr) D (1) 2x OR (2) 2x BUCK FOR CONNECTION OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS ❑ TBD BY BUILDER(FASTENING) ARE MET O 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) SEE ELEVATION Q ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S Z SPECS ❑ J W W SEE ARCH PLANS FOR O _ OVERHANG INFO Q DO 2x BUCK DETAIL LLI 1/2"=1'-0" a��. �•lr �3���`` d m °�•YPlYg -O ! W 00 % SHEATHING PER PLAN STRUCTURAL -- _j o SHEATHING PER PLAN SHEATHING k 4:�Z P 2 z TYP. TRUSS TO FRAME TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME; ` `� ° .� CONNECTION PER STD. CONNECTOR CONNECTION PER �- 4• ��� _� �i a `� � Q NOTES STD. CONNECTOR s 7" a° o` ' Z C) STD. CONNECTOR NOTES FRAME OUT TO BLOCK NOTES ���� t f` °°a,,.••"0!:0 4 } O EDGE AS REQ'D FRAME OUT TO BLOCK � g Psi'\' %% m LL FRAME OUT TO BLOCK EDGE ! lr111111�64�1��` EDGE AS REQ'D Q4ry. T_ � 1/2" x 8" ANCHOR BOLT I (2) 2x TOP PLATE 2 2x PLATE #2 SYP SEE PLAN OR TITEN HD @ 32" �— F 2x #2 SYS I SEE OLw O 2 2x TOP PLATE O (2) 2x O.C. & 6 FROM EACH FOR BEAM SIZE(ONLY O IF OPENING PROVIDED -j `vo FOR BEAM SIZE I � w � END I PER PLAN) IL O MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 2x PT BOTTOM WALL w/ STUDS @ 16 ❑ 2 2x #2 SYP SEE PLAN 16" O.C. W/ O.C. w/ STRUCTURAL z o FOR BEAM SIZE STRUCTURAL N BOTH I PLATE i SHEATHING FROM m DF>O SHEATHING O TOP OF WALL TO a - SIDES FROM TOP OF PRECAST LINTEL OR is BUILDER FRAME WALL TO BOTTOM OF BOTTOM OF WALL. w KNOCK OUT COURSE ATTACHED PER ELr O r G� RADIUS AS REQ'D BEAM. ATTACHED PER - I _ = NAILING SCHEDULE z �J NAILING SCHEDULE _ = OTHERWISE SP2 CLIPS U v`�w MASONRY WALL _ AT TOP AND SP1 CLIPS LL Z �}.� L BUILDER FRAME .'a:. - AT BASE ARE REQ'D O0 o v RADIUS AS REQ'D /�- I �j Z O U KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2 NAILS 2x4 #2 SYP BLOCKINC ADD 2x4 VERTICAL REQ'D @ TOP CHORE SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C U) COMPANY (3) 10d NAILS TYPICAL F- U AT EACH TRUSS Z 2x4 'X' BRACE ACROSS LENGTH OF j 8'* SHEARWALL LU NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI NAILS (2) BAYS PAST A/C LOCATION. MIN (3) B/ 0 O 2x4 BLOCKING LAP W/ (2) 16d NAILS Z BETWEEN TRUSSES TO EACH TRUSS. TYF TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. PRE-ENG.TRUSS PER U O STANDARD TRUSS - TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE PLAN, 24" O.C. MAX FRAMED WALL PER PLAN KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES - 3/4"=1 0.. 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END A O 2x STUDS @ 16" O.C. FOR KNEE WALL 3/4 PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. CLEAR BETWEEN FLUE LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT <8> ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. �� & FRAME �. 2-0" ABOVE A POINT r 'T WITHIN 10'-0" OF THE --__ -� GALVANIZED FLASHING OC CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF -- •� - EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D �` �` (1) SPH4 EVERY _ ATTACHED PER NAILING SCHED. D TO TOP CHORDS OF TRUSSES BELOW WHEN � � DOUBRSTUD E TOP PLATE O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS �/ I_ BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET 1 2x4 VERTICAL @ 24 '` W/ GALVANIZED OE PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 1' O.C. MAX. w/ (4) 10d _ FLASHING - NAILS TO BOTTOM H A 1 CHORD & (3) 10d NAILS _ O2x PLATES OVER ROOF DECK PER VALLEY 1 K TO TOP CHORD; NOTE \ Z. F FRAMING DETAIL ` , ` , IF WALL HEIGHT IS (4) 16d COMMONS \ I BETWEEN 4FT & 8FT, + NAILED @ EACH END B + CONC. SLAB - O DOUBLE TOP PLATE \ ` USE 2x6 SYP #2 STUDS + SEE FOUNDATION _ ( GALVANIZED FLASHING --__� 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO H SIMPSON H3, H4, OR FI5 @ EA. END OF TRUSS OR` l C `------ ___ 16d COMMONS END �l—III O+ + NAILED TO VERTICAL c11 (— RAFTER 2x4 BLOCKING W/ (2) + 2x4's `4 - _ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ ' �•, �' \� E 16d COMMONS END O FINISH PER NG PER PLAN AND ROOF NAILED TO VERTICAL 2x4's + + SEE FOUNDATION G + + �_-__ _j DETAILS FOR FTG INFO CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN ORAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED KNEEWALL OVER MASONRY WALL ° RE. ELEV FOR O.H. DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D (CMO CHIMNEY FRAMING DETAIL NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. fiSO TYPICAL ONE STORY CMU WALL SECTION S4 3/4"=1'-0" a_ U) F- U Z C 5 j 8'* LU ❑ 0 O � Z z PRE-ENG.TRUSS PER U O U) Z PLAN, 24" O.C. MAX J OU ROOFING MATERIAL PER ARCHS LIJ % Q �y SEE FRAMING PLAN �' W 0��j� FOR CONNECTION W INFO SEE ELEVATION Q I— �✓ TOP OF MASONRY 0 W W SEE ARCH PLANS FOR O _ OVERHANG INFO Q z W U) a TYP. SINGLE TIE -BEAM �_ Z W/ (1) #5 CONT. (a GROUT SOLID z 0 Q W C0 o 1/ ❑ ® z - WINDOW PER FLOOR PLAN W T_ Z z - PRECAST CONC. OR I— - W POWERS STEEL SILL s TYP. @ ALL WINDOWS I- C� EXT FINISH PER PLAN FO- 2 W W ❑ ® Z LU (0 -�0 [— MAIN FLOOR - p O ELEV 0'-0" CL - VERT REINF. BEYOND 6 c U STRUCTURALENG: BED 4NFO D DRAFTING. D - MASONRY WALL PER U) -STRUCT: BM oA�RTtvtE` PLAN J Q QC CHECK: CC Z JOEL No. _- TM - 2150877 ❑ SCALE: AS INDICATED W UATE: 07/23/15 fiSO TYPICAL ONE STORY CMU WALL SECTION S4 3/4"=1'-0" SIMPSON F, — , DIAGONAL TO BEAM PT 2x8 PLT., CANT. F CLG. NAILING SURFi PROVIDE 16d NAILS GABLE END TRUSS PLT.@12" O.C. MAX. CMU WALL OR LINTE BELOW SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE SHEATHING NOT REQ'D BRACING IS TO BE SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAL. FASTEN TO DIAL. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H c T-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD` 1/2" J -BOLTS w/ 4 q -� HORIZONTAL (+/- 10°) WASHERS (MIN. 7" \` EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ �, BRACE NOT REQUIRED EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W MAX. ATTACHMENT w/ (3) 10dX Q = 6' FROM EAVES. z TOENAILS EA. END J �I� �`� Q `tcY5 2x TOP PLATE TO = v GABLE END W/ 16d �I C0 m NAILS @ 6" O.C. FRAMING FOR FALSE LL _ �0 BEAM, IF REQ'D w/ (3) HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d END NAILS EA. END VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE TO EA. ADJ. DIAL. FASTEN TO DIAL. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H c T-0" (1) 2x4 BRACE 7'-0" < H 5 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" ¢ H:!!-14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" e H518'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING (2)16d NAILS PLT. TO 2'-0" MAX. STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) 44 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-1/2" DOWN FOR 1'-9" MAX. OUTLOOKER TRUSS PER PLAN HEADER PER PLAN IF REQ'D. MIN (1) JACK & (1) KING STUD w/ SIMPS. LSTA18 HEADER TO STUDS TYP. BASE CONNECTION SHEATHING PER PLAN FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN WHERE O.H. IS > V-0", DROP — GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 2x4 BLOCKING (2) 1— NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF Q1■II�l1 45° CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART N_ GABLE END SHEATHING FASTEN PER PLAN. ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE NAILS @ EACH WEB EXTERIOR SHEATHING. z ATTACH PER PLAN FROM TOP OF WALL "-I TO BOTTOM 2x8 #2 SPF STUDS AT - 16" O.C. 1/2" x 8" J -BOLT @ 32" _ .' DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR _ 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL ORU 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN - PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON ANCHOR BOLT OR - - SIDE OF EA. STUD. - META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN FRAE AND CMU SEE 6" FROM EACH END WALL SPLICEDETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENC VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN - "1PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE USS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. - LAY 2x4 BLOCKING WALL SHEATHING PER I- OVER THE TOP OF THE PLAN LINTEL PER PLAN = BOTTOM CHORD. 2x WALL, SEE PLAN - ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS C EA.DIAG. AS SHOWf FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACT TO EA. ADJ. DIAG. FASTEN TO DIAG.w/ 16d NAILS. THING PER PLAN :E O.H. IS > V-0", END GABLE w/ DOKERS @ 24" O RUN BACK TO DMMON TRUSS (3) 12d TOENAILS. ECT TO DROP WITH H2.5 CLIP. '-0" O.H. 2x4 a 24" O.0 END THING FASTEN LAN E AS REQ'D ;ON H10A DIAG. OCKING w W `'' Z 0 0 N O F - 0U w U) 1=- W I ❑ I1 I;I 111 /I�� 0) r, �r0v°•d ° I� 000 LLJ O c7 : ri J z GABLE GABLE BRACING @ 48" -- PROVIDE 2x BLOCKING.:: o 2. o � c� a Q _U O.C. MAX. 45° FROM FOR NAILING 4 q -� HORIZONTAL (+/- 10°) 'ice �"�i' �r°Qa4 BRACE NOT REQUIRED er _� °rQra�°a�° Q 6' FROM EAVES. �I� �`� Q TRUSS PER PLAN R°`` �``� m U_ SEE PLAN FOR111! I III%" X SUPPORT AND TIES DOWN OF JACK = TRUSSES �' PROVIDE BLOCKING z U BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 w O BAYS SEE GABLE WALL PER PLAN n • poi, CONNECTION DETAIL (FRAME WALL SHOWN; O apo (y) FOR REQ'D O MAY ALSO BE '"� CONNECTIONS U U S I qu s s o MASONRY) p 1Z o 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** < � a 0�IiIi Vilil IIIh �C�`` U 0 4D U) O z O GABLE END @ FLAT CEILING w/ BOSTON HIP 0 3/4"=1'-0" CL LLI TYPICAL HEADER DETAIL (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE E -- U SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR�p CONV. FRAME OR I i I SHEATHING VALLEY TRUSSES PER Q 0 W CANTILEVER PLAN U) i LL O Z GABLE TRUSS U _j D EXT. SHEATHING; � � Z ATTACH PER NAILING w O Ir SCHED. S 1 1 1 (2) 16d NAILS TO EA. - � W � O COMMON TRUSS J �j 1=- �W1� SIMPSON META16 @ < W \.d/ 32" O.C. GABLE TRUSS - MAIN SPANROOF � W TO MASONRY. AT - - TRUSS OU _ WOOD WALL _ U LOCATIONS USE _ UPLIFT CONNECTOR Q LSTA18 OR MTS12 @ (SEE SCHEDULE) z 32" O.C. MASONRY WALL p SHOWN, SEE PLAN FOR WOOD OR MASONRY (GE�OGABLE END AT VALLEY FRAMING o 3/4"=1'-0" p W p 0 /1 Z X W z z p® 0 h7- U) W ®0 z O O U 0 O W � 0 0 0 0 � � W r6UIID/^ STRUCTURAL ENG: BED D DRAFTING: SAIVIZ70 �D U)-STRUCT: BM �C�q Q QC CHECK: CC ZJOB No. TM - 2150877 -_- 0 SCALE: AS INDICATED � DATE: 07/23/15 U) NOT USFD COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited, f.9�X? NOTE: PLATE LENGTHS MUST BE AT LEAST T-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.0 + TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d \ NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO 10d x 3" COMMON OPP. [r 1 TF �\ SHEATHING PER PLAN CONDITIONS TOP PLATE W/ (4) 16d 6— I I II II II FRAMING PLAN FOR CONNECTION NAILS ((2) ON EA. SIDE) -�I--__tI—L I I II II II -_--_----- 7 ' TYP. AT ALL EXTERIOR II z 2x8 STUDS PER CONDITIONS T III A' =NAIL SPACING FRAMING PLAN SPLICE, SEE SPLICE 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON U TOP SPLICE --� BOTTOM SPLICE OVER NAIL BOTTOM PLATE III OPENING STUD SPACE BETWEEN SYP #2 LEDGER w/ 1/4" III x 2 3/4" TAPCONS @12" III II PANELS DOUBLE 2x8 TOP III 3TYP. PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING BEYOND 7 2 INSTALLED VERTICALLY. SEE PLAN 3/4"=1'-0" ROOF SHEATHING, NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) @ EACH STUD 12d NAILS @ EACH END DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BOTTOM PLATE w/4 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) () 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 0 2 1/2" z Q z W 1 1/2" ze- LU C14 w N N N -- I 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. [r 1 TF �\ SHEATHING PER PLAN ROOF TRUSS - SEE II 6— I I II II II FRAMING PLAN FOR CONNECTION II III -�I--__tI—L I I II II II -_--_----- 7 SHEATHING STRAP AROUND II z III I I I I WALL SHEATHING T III A' =NAIL SPACING III II II I SPLICE, SEE SPLICE 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON U t DETAIL. MAX 1/8" NAIL BOTTOM PLATE III OPENING III II I II 4 SPACE BETWEEN SYP #2 LEDGER w/ 1/4" III x 2 3/4" TAPCONS @12" III II PANELS NAIL OPENING PERIMETER w/ (2) ROWS OF 8d III 3TYP. IIIII 1/2" - YP. IIII PACK w/ (4) 10d NAILS IIIIIIIIIIIIIIIIII D AROUND 2x STUDS BEYOND,OPENING F- CID IIII SEE PLAN FOR MORE E --fl II II II INFOIII W SHEATHING PER �I 1/2, II II II IIII II IIIII IIIII IIIII IIIIIIIIII � QTQ IIII COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1od NAILS I11A © oLL EXTERIOR SHEATHING —- ==—�—_�h -- --- + ++ + O (4) 12d NAILS EACH — — — FLOOR SYSTEM Q CUT TO FIT 2x BOTTOM PLATE = = TRUSS MEMBER OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM TRUSS w/O 4 12d NAILS �N7FA1EXTERIOR SHEATHING SCHEDULE 2x8 w/ (2) 10d NAILS @ SEE PLAN 3/4"=1'-0" ROOF SHEATHING, NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) @ EACH STUD 12d NAILS @ EACH END DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BOTTOM PLATE w/4 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) () 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 0 2 1/2" z Q z W 1 1/2" ze- LU C14 w N N N -- I 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON OPP. 2x4 #2 SPFBLOCKING @ 24" O.C. SHEATHING PER PLAN ROOF TRUSS - SEE MORE INFO & 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE FRAMING PLAN FOR CONNECTION AT CORNER SIDE AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING 7 SHEATHING STRAP AROUND W z z (1) ROW OF 8d COMMON NAILS @ 3" O.C. TALLER STUD) �w T A' =NAIL SPACING J s LL w 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON U t FASCIA PER NAIL BOTTOM PLATE LL Q w COMMUNITY SPECS NAILS @ 3" O.C. 2x8 #2 SPF VERTICAL SYP #2 LEDGER w/ 1/4" 2x4 SYP #2 OR x 2 3/4" TAPCONS @12" O Z TO CORNER STUD NAIL OPENING PERIMETER w/ (2) ROWS OF 8d Q A SIMPSON H3 CLIP 1/2" - SHINGLE ONLY (SD�01 TYPICAL SHED ROOF DETAIL PACK w/ (4) 10d NAILS c _ is the exclusive propert F- CID O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL " TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=V-0" ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT 10d x 3" COMM( OPP. SIDE (2) 2x COLUMN 2 1/2" EDGE O TOP & BOTTOM STUD PER PLAN i _ 2x SCAB w/ 10d NAILS LL Q (2) 8d NAILS 3" O.C. TO EACH TRUSS END OR SHEATHING SPLICE, @ 4" O.C. @ @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES - O VERTICAL MEMBER IF GABLE END SHEATHING & PE P -2 -O -O �m v� -O LL NOTE: 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED PRE-ENGINEERED SEE TRUSS PLAN FOR 2x4 #2 SPFBLOCKING @ 24" O.C. SHEATHING PER PLAN ROOF TRUSS - SEE MORE INFO & 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE FRAMING PLAN FOR CONNECTION LL z CORNER CONDITIONS AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING 7 SHEATHING STRAP AROUND W z ++ ++ (1) ROW OF 8d COMMON NAILS @ 3" O.C. TALLER STUD) �w �'• I A' =NAIL SPACING J s LL w 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON TOP & BOT., 2x8 TO t FASCIA PER O.C. MAX.; LL Q w COMMUNITY SPECS NAILS @ 3" O.C. 2x8 #2 SPF VERTICAL SYP #2 LEDGER w/ 1/4" 2x4 SYP #2 OR x 2 3/4" TAPCONS @12" O Z O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A SIMPSON H3 CLIP 1/2" Q SHINGLE ONLY (SD�01 TYPICAL SHED ROOF DETAIL COMMON NAILS @ 3" O.G. _ _ is the exclusive propert F- O z O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL " - z EDGES 6" O.C. U.N.O. ON PLANS SHEATHING PER A 1/2, O STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d IJ F- COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1od NAILS © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. p + ++ + HEADER W/ 8d COMMON NAILS @ 3" O C (2) ROWS @ (4) 12d NAILS EACH EACH END PER -ENG TRUSSES - 1-1/2"=V-0" ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT 10d x 3" COMM( OPP. SIDE (2) 2x COLUMN 2 1/2" EDGE O TOP & BOTTOM STUD PER PLAN i _ 2x SCAB w/ 10d NAILS LL Q (2) 8d NAILS 3" O.C. TO EACH TRUSS END OR SHEATHING SPLICE, @ 4" O.C. @ @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES - O VERTICAL MEMBER IF GABLE END SHEATHING & PE P -2 -O -O �m v� -O LL NOTE: 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED PRE-ENGINEERED SEE TRUSS PLAN FOR 2x4 #2 SPFBLOCKING @ 24" O.C. SIMPSON LSTA30 W/ ROOF TRUSS - SEE MORE INFO & 7 (22) 10d NAILS (ALL z FRAMING PLAN FOR CONNECTION _ EACH END CORNER CONDITIONS SPACINGEXTERIOR 7 SHEATHING STRAP AROUND SEE PLAN FOR ++ ++ NAIL PER PLAN TALLER STUD) �w CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & _ SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE�� �— PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x _ UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION "F1SECTION @ DOUBLE BEARING 3/4"=- '-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST — PT POST PER PLAN _ ABU POST BASE PER PLAN ° 5/8" THREADED ROD w/ °;_ NUT SET IN ADHESIVE r. SEE FOUNDATION • i PLAN FOR ADDITIONAL �u_ �L INFO SIDE VIEW @ BASE OF POST (CD�01 CORNER COLUMN FRAMING COPYRIGHT MCD 2014: The informat (2) 2x TOP PLATE —� I ATTACH 2x TO BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. (2) 2x TOP PLATE GYPSUM WALLBOARD R LAN 2x FASCIA PER PLAN BLOCKING 2 8d TOE NAILS TO CMU WALL PER PLAN () TRUSS CONNECTION JOINT, MAX. 1/8" GAP _ LEDGER PER PLAN NAILING PER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER SCHEDULE O.C. PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE NAILS EACH END NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS (2) 2x8's 7/ Ot" s� /0 2x4's Q z W c c < u a EDGE DISTANCE PER DFVIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT �— 2x FASCIA \ (2) 8d TOE NAILS TO LEDGER __42x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. cGG Gi Gni �•np CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4"=1'-0" SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPFBLOCKING @ 24" O.C. MORE INFO & MORE INFO & w/ (2) 16d END NAILS CONNECTION CONNECTION _ EACH END (4 ) 10d NAILS FOR 2x12 BOX HDR w/ 2x8's 7 FRAMED SDS SCREWS @ 16" ++ ++ O.C. MAX.; �'• I TO GABLE END STUDS xx x x W/ (2) 1/4" X 3'/z' SIMPS_ 4'-0" MAX. TOP & BOT., 2x8 TO 0 FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x8 #2 SPF VERTICAL SYP #2 LEDGER w/ 1/4" 2x4 SYP #2 OR x 2 3/4" TAPCONS @12" PRE-ENGINEERED O.C. ROOF TRUSSES @ 24" 2x12 w/ 10d X 3" NAILS SIMPSON H3 CLIP 1 Q SHINGLE ONLY (SD�01 TYPICAL SHED ROOF DETAIL @ 24" O.C. w/ EXT. 2x4 #2 SPF is the exclusive propert F- @ 6" O.C. 2x12 AT z SHEATHING PER BLOCKING @ 24" O.C. WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS LINTEL w/ (2)ROWS OF + ++ + (4) 12d NAILS EACH EACH END 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. = = TRUSS MEMBER 16" O.C. MAX. TRUSS w/O 4 12d NAILS 2x8 w/ (2) 10d NAILS @ Z XX x STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL o "" j TRANSOM BETWEEN TOENAILS INTO OTHER - TRANSOM BETWEEN SEE WALL CLIP DETAIL = N SEE FLOOR PLAN FOR I i LINTELS TRUSS �— LINTELS FOR MORE INFO MORE BRG. WALL INFO LINTEL PER PLAN SLOPE A5 REQ'D LINTEL PER PLAN SLOPE AS REQ'D LIN I I I � F18� STEP @ BEARING FRAME WALL 24 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SD SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON H3 CLIP — ,_�-- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ H- (4 ) 10d NAILS FOR (2) 1/4" X 4'/' SIMPS.CONY. 7 FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" X 3'/z' SIMPS_ 4'-0" MAX. SDS SCREWS @ 16" 0 FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT SYP #2 LEDGER w/ 1/4" 2x4 SYP #2 OR x 2 3/4" TAPCONS @12" PRE-ENGINEERED O.C. ROOF TRUSSES @ 24" O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR Q SHINGLE ONLY (SD�01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" on contained in this document is copyrighted and is the exclusive propert TEL PER PLAN 2x6 #2 SYP P.T. CONT. �- 2x6 #2 SYP P.T. CONT. , w/ (2) 1 /4" x 3 1 /2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. _ SPACED EVENLY SPACED EVENLY VERTICALLY VERTICALLY 2x6 POCKET SGD 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ ATTACHMENT BY 3 O.G. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD BUILDER VERTICAL ATTACHMENT BY ATTACHMENT BY BUILDER BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER Oil of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ 32" O.C. GABLE TRUSS 1/2"=1'-0" 8d NAILS @ 4" O.C. CONY. FRAME OR VALLEY TRUSSES PER PLAN TO MASONRY 'J - MAIN SPAN ROOF TOP KNOCKOUT TRUSS tz COURSE W/ (1) #5 = = UPLIFT CONNECTOR CONT. \, (SEE SCHEDULE) �— MASONRY WALL PER PLAN (GE�OGABLE END AT VALLEY FRAMING 3/4"=1'-0" Any use, duplication, or transfer of these documents without the express 2ND FLOOR WAI PLAN FOR MORI DECKING PER FLOOR NAILING SCHEDULE CANTILEVERED TRUSS PER PLA SIMPSON META LINTEL PER PLA DOOR PER PLAN "S52 �a CANTILEVER SCALE: 3/4"=1'-0" ed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION �— I LINTEL PER PL""' POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER z ,NCE PER O m Q W 0 ry FE 0 lilt •• •• �i� �i W t� z 4 �s 7Z ROOF SHEATHING, p FASTEN PER PLAN 4 � aQ O—�� wi ••� z ❑ 7 I �I` • ea•••• ° i Q PR co J C ' 1111111"Nod `° m u J Q 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS co O MEMBER, TYP. (MAX. w 24" O.C.). IF MASONRY, -1 w USE (2) 1/4" TAPCONS O w/ MIN. 2" EMBED. @ OUd�Illu�"�f„n tll.jl c� 24” O.C. Cl Z,o Q (D z TRUSS PER PLAN < .o, w ° -r' ' a LLir+l�ll a,x 1CsT1�` 2 Cs10 , U WOOD/MASONRY WALL OR TRUSS, SEE p PLAN (TRUSS SHOWN) U) O z O co> O 1-112"=1'-0" CL Lu CK U) U 7 _j W ��� < Pill LL uu Rio, Z O U � (n 2x8 TO UNDER SIDE OF O ROOF SHEATHING T_LLQ Q . Lij I- J z 2x8 #2 SPF VERTICAL ? @ 24" O.C. w/ EXT. LU W SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP O W AND BOTTOM CHORDS ALONG W/ WEBBING) Q z 2x8 w/ (2) 10d NAILS @ ow EACH VERTICAL cn a_ � z o o � 1/2"=1'-0" p I� J ❑ ® 1i SHEATHING PER PLAN 0 ATTACH PER NAILING w SCHEDULE _ SIMPSON LSTA18 OR 0 MTS 12 TO TRUSS TO (1 2x BELOWU) 2x BLOCKING W/ (2) 10d FT W TOENAILS EA. SIDE 0 ROOF SHEATHING O 0� 0=) ATTACHED PER p �! NAILING SCHEDULE z U ® z 4 jLD LU 2x CONT. W/ (2) 12d U) __') >- NAILS TO EA. 2x ❑ 0 0 — C. 2x10 # 2 SYP PT @ 24" � O.C. RIPPED @ END PER ELEV; ATTACH TO U STRUCTURAL ENG: BED LEDGER W/ (3) 10d DRAFTING: - TOENAILS F_ 5A/IpOt?, W-STRUCT: BM FALSE BRACKET BY Q QC CHECK: CC BUILDER BEYOND 2x10 # 2 SYP LEDGERw JOB No. TM - 2150877 W/ (2) 1/4" TAPCONS W/ ❑ SCALE: AS INDICATED 1-1/2" EMBEDMENT@ w 16" O.C. & 6" FROM EA. � DATE: 07/23/15 END EQ. SPREAD co VERTICALLY = MASONRY WALL BEYONDSD4 H- 0 Q F- z 10dx3" p W Z o 0 N Z O 0- o U co 10d x 3" OPP. SIDE 0 z ,NCE PER O m Q W 0 ry FE 0 lilt •• •• �i� �i W t� z 4 �s 7Z ROOF SHEATHING, p FASTEN PER PLAN 4 � aQ O—�� wi ••� z ❑ 7 I �I` • ea•••• ° i Q PR co J C ' 1111111"Nod `° m u J Q 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS co O MEMBER, TYP. (MAX. w 24" O.C.). IF MASONRY, -1 w USE (2) 1/4" TAPCONS O w/ MIN. 2" EMBED. @ OUd�Illu�"�f„n tll.jl c� 24” O.C. Cl Z,o Q (D z TRUSS PER PLAN < .o, w ° -r' ' a LLir+l�ll a,x 1CsT1�` 2 Cs10 , U WOOD/MASONRY WALL OR TRUSS, SEE p PLAN (TRUSS SHOWN) U) O z O co> O 1-112"=1'-0" CL Lu CK U) U 7 _j W ��� < Pill LL uu Rio, Z O U � (n 2x8 TO UNDER SIDE OF O ROOF SHEATHING T_LLQ Q . Lij I- J z 2x8 #2 SPF VERTICAL ? @ 24" O.C. w/ EXT. LU W SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP O W AND BOTTOM CHORDS ALONG W/ WEBBING) Q z 2x8 w/ (2) 10d NAILS @ ow EACH VERTICAL cn a_ � z o o � 1/2"=1'-0" p I� J ❑ ® 1i SHEATHING PER PLAN 0 ATTACH PER NAILING w SCHEDULE _ SIMPSON LSTA18 OR 0 MTS 12 TO TRUSS TO (1 2x BELOWU) 2x BLOCKING W/ (2) 10d FT W TOENAILS EA. SIDE 0 ROOF SHEATHING O 0� 0=) ATTACHED PER p �! NAILING SCHEDULE z U ® z 4 jLD LU 2x CONT. W/ (2) 12d U) __') >- NAILS TO EA. 2x ❑ 0 0 — C. 2x10 # 2 SYP PT @ 24" � O.C. RIPPED @ END PER ELEV; ATTACH TO U STRUCTURAL ENG: BED LEDGER W/ (3) 10d DRAFTING: - TOENAILS F_ 5A/IpOt?, W-STRUCT: BM FALSE BRACKET BY Q QC CHECK: CC BUILDER BEYOND 2x10 # 2 SYP LEDGERw JOB No. TM - 2150877 W/ (2) 1/4" TAPCONS W/ ❑ SCALE: AS INDICATED 1-1/2" EMBEDMENT@ w 16" O.C. & 6" FROM EA. � DATE: 07/23/15 END EQ. SPREAD co VERTICALLY = MASONRY WALL BEYONDSD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN t SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET BEARING SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN — WD. HD. HT. SEE PLAN PRECAST CONIC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. _ 0'-0" co GRADE . DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND nmrn�-ir�ni FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL TYPICAL TWO STORY COL. @ GIRDER BE 1/2 GYP BOARD OR NOTE: ALL FLOOR 3/4"=1'-0" 15/32" OR 7/16" OSB. PRE-ENGINEERED AN G LE)W/ (22) 10d TRUSSES TO BE P.T. IF ANGLE) W/ (22) 10d TRUSSES TO BE P.T. IF ROOF TRUSS - SEE 3/4" FLOOR SHEATHING — NO MOISTURE 16" O.C. TOP AND ,. FRAMING PLAN FOR BOTTOM CHORDS BARRIER (FELT PAPER y / 3", THEN RUN DOWN LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED FACE OF JAMB STUDS/ ; HEADER _ FLOOR PLAN FOR MIN. ROOF TRUSSES AT 24" TRUSS STRAP - 5EE @ 48" O.C. W/ (2) 12d HEADER SIZE & REQ'D STRUCTURAL COL PER O.C. FRAMING PLAN FOR TOENAILS EACH END JAMB STUDS PLAN FOR SIZE AND CONNECTIONS BELOW JAMBS TO VERIFY SIZE MASONRY WALL SEE 2x4 #2 SYP ANGLE REQ'D # OF STUDS PLAN FOR MORE INFO SIMPSON MSTAM36 SO HEADER CONNECTION @ 2nd FLOOR AGAINST TRUSS DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO (2) 12d @ 12" O.C. 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS PRE -ENG FLOOR ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. TRUSS OR FIELD NAILING SCHEDULE Q O USE SIMPSON W , FRAME 2x4 KNEE MSTCM60 STRAP W/ ' WALL, STUDS @ 16" REFER TO PLAN FOR (20) 16d SINKERS & (14) : Q O.C. W/ (2) 16d NAILS @ BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS EACH END SEE INFO. FOR TRUSSES 20" TO 7 CONNECTOR PLAN FOR MORE INFO PRE -ENG. FLOOR 26" DEEP z SCHEDULE FOR (2) 5/8" TYPE "X" WHEN SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN \ � IN GARAGE SYSTEM INSTALL LINTEL COURSE OR MASONRY WALL PER z - KNEEWALL & PROVIDE INTO FILLED CELL USE PLAN =_ LSHEATHING TO SOLID BLOCKING 1/4" X 1 3/4" TITENS) NOTE: ALL FLOOR - BOTTOM PLATE DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF UNDER COLUMN U.N.O. ;; NO MOISTURE FLOOR TRUSS PER ABOVE 0 BARRIER (FELT PAPER PLAN PROVIDE SOLID KNEEWALL F— W BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO TRUSSES TO BE P.T. IF NO MOISTURE fis_4 TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER O OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR o 2x 2ND FLOOR STUDS to BUILT-UP COLUMN SEE PLAN FOR MORE INFO. W ® 0� (0 U) BEARING WALL PER W O PLAN BEYOND A SEE FLOOR FRAMING A C0 COLUMNS PLAN FOR FLOOR W MID -HEIGHT BLOCKING SYSTEM INFO. U PER BEARING WALL BED gUILp� - c � DRAFTING: SCHEDULE CO -STRUCT: 1/2" DIA. THREADED (2) SIMPSON LSTA18 Q QC CHECK: ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 10d�� Z JOB No. TM - 2150877 W 2 -STORY WALL NAILS '• 0 SCALE: N SECTION FOR MORE (2) SIMPSON META16 \ � DATE: INFO. FLOOR TRUSS TO\�\ 07/23/15 U \ REFER TO MASONRY WALL FOUNDATION PLAN FOR FTG. EXT. SHEATHING INFORMATION FLU H W/ C O TYPICAL TWO STORY COL. @ GIRDER BE 1/2 GYP BOARD OR STRAP (MAX 10° 3/4"=1'-0" 15/32" OR 7/16" OSB. AN G LE)W/ (22) 10d ATTACH TO FLOOR ANGLE) W/ (22) 10d TRUSSES TO BE P.T. IF TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING — SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE 3", THEN RUN DOWN / 3", THEN RUN DOWN (n FACE OF JAMB STUDS/ 2x STUDS , SEE FACE OF JAMB STUDS/ 2x4 #2 SYP BLOCKING HEADER _ FLOOR PLAN FOR MIN. FRAMING PLAN FOR W @ 48" O.C. W/ (2) 12d HEADER SIZE & REQ'D W SPACING AND GRADE FROM TOP OF WALL TOENAILS EACH END JAMB STUDS AND SEE ARCH PLAN REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS TO VERIFY SIZE MASONRY WALL SEE 2x4 #2 SYP ANGLE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR AGAINST TRUSS 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH - END PRE -ENG FLOOR TRUSS OR FIELD Q O W FRAME 2x4 KNEE WALL, STUDS @ 16" SYS. 42 FLOOR Q O.C. W/ (2) 16d NAILS @ CONIC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) 7 CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR z SCHEDULE FOR (2) 5/8" TYPE "X" WHEN 4 - CONNECTION IN GARAGE - (1) ROWS 8d NAILS @ MASONRY WALL PER z - _ 3" O.C. WALL PLAN =_ LSHEATHING TO SEE FOUNDATION NOTE: ALL FLOOR - BOTTOM PLATE DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU 0 BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL VSO TYPICAL TWO STORY SECTION fis 1 TWO STORY PARALLEL FLOOR CONNECTION 2nd FLOOR WALL; SEE NOTE: ALL FLOOR -1�-� TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS IF SHEATHING IS NOT - - -_ BARRIER (FELT PAPER CONTINUOUS TO BOTTOM OF FLOOR OR SIM) IS PROVIDED TRUSS,CONTRACTOR z TO INSTALL SIMPSON LSTA18 STRAPS FROM I SEE ARCH DWGS FOR EA. STUD TO TRUSS W TOPPING INFO 3/4" PLYWOOD FLOOR - SLOPE DECKING ATTACHED 2x12 #2 SYP CONT. --- PER NAILING SCHEDULE LEDGER W/ (3) - ' --- __ 1/4"x4-1/2" SDS - ----- - - ------ SCREWS (EQUALLY —` �` -- SLOPED BALCONY SPACED VERTICALLY) SEE PLAN F FLOOR TRUSS (12" @ 24" O.C. AND @ EA. _ TALL) (60/15/5 MIN. END VERTICAL (MIN. 2" _ R?l LOADING) W/ LUS26 OR FROM T&B) LUS46 TO LEDGER CONTRACTOR TO 'Q SEE WS11/SD5 FOR PROVIDE ADEQUATE _ SIM. END CONDITION WATERPROOFING. NO ��- - CONCRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR ,.'� PERMITTED ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING S FA E F MASONRY ATTACHE[ PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN TRUSS STRAP -SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO STUDS ABOVE PLATE U.N.O. PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP. AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS JAILING SCHEDULE SIMPSON LSTA30�StiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE W F_ W SOLID SHEATHING @ 0 STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10 - 0°ANGLE) AN G LE)W/ (22) 10d W F SIMPSON SP4 w/ (6) 10d u<<S ANGLE) W/ (22) 10d TRUSSES TO BE P.T. IF NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP SP6 @ 2x6 STUDS & OVER TOP PLATE MIN. - _ ; . U.N.O. ON PLAN OVER TOP PLATE MIN. 3", THEN RUN DOWN / 3", THEN RUN DOWN (n FACE OF JAMB STUDS/ / HEADER - SEE 2ND FACE OF JAMB STUDS/ U.N.O. ON PLAN C] HEADER _ FLOOR PLAN FOR MIN. HEADER W EXTERIOR SHEATHING HEADER SIZE & REQ'D W FROM TOP OF WALL Y JAMB STUDS W F_ W SOLID SHEATHING @ 0 NOTE: ALL FLOOR HEADER W F SIMPSON SP4 w/ (6) 10d u<<S TRUSSES TO BE P.T. IF x1-1/2" @ 24" O.C. (USE HEFT Z SP6 @ 2x6 STUDS & O NO MOISTURE Co SP8 @ 2x8 STUDS) O �- (n (2) 2x SPF TOP PLATE 1= (4) 2x STUDS OR SIM) IS PROVIDED U.N.O. ON PLAN C] U HEADER -SEE2ND T W FLOOR PLAN FOR MIN. 1 W HEADER SIZE & REQ'D W CONNECTION JAMB STUDS PROVIDE BLOCKING =LOOK TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING -RAMING PLAN FOR PER PLAN /_ FROM TOP OF WALL P�v C� Z ;ONNECTION INFO.._� - - IF HEADER IS UPSET TO BOT. RIBBON, NAIL - (2) 2x SILL AT WINDOW - AND WINDOW IS PER PLAN w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL IF HEADER IS UPSET LOOR GIRDER OR _ _ O \ AND WINDOW IS Q W BEAM; SEE PLAN AT EA. END NAILED TO ,� _ PLATE w/ (2) 10d TYPICAL GIRDER COL. @ HIGH BEAM (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.0 (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK - ATTACH PER NAILIN, SCHEDULE ATTACH 2x STUDS V� (2) 16d NAILS @ 6" O. DD WALL OR BEAM BELOW USE TC40 W/ (36) 16d SINKERS. IF FLOOR 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" v�. i i ni vv i u J/Y 1-LVVf\ JI ILF11 DETAIL WF10/SD4 ATTACHED PER NAILING SCHEDUL 2x STUDS , SEE UNDER WINDOWS FRAMING PLAN FOR GIRDERS: BLOCK SPACING AND GRADE SOLID BETWEEN AND SEE ARCH PLAN RIBBONS w/ SIMPS TO VERIFY SIZE A35 EA. END 2x BOTTOM PLATE W/ 2x BLOCKING FOR (2) 12d @ 12" O.C. SHEATHING/ DRYV ATTACHMENT w/ (2 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON SIMPSON META16 MASONRY OR MTS AT WOOD CALIFORNIA CORNER A -A STANDARD CORNER A -A (3) 2x STUDS STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL 0 0, NAILS @ 8" O.C. THEN/_ HEADER OPENINGS PLATE w/ (2) 10d STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x \ TOENAILS. EXT. O ATTACH SILL w/ (2) 10d / SILL PLATE w/ (2) 10d HEADER OPENINGS LL 3/4"-1'-0" TOE NAILS AT EA. END _ LESS THAN 4FT:(1) 2x ``������i�, w � _ TOENAILS. OPENING OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d� a WIDTH 4'-0"). USE A35 2x SILL PLATE vv/ A35 TOENAILS. OPENING r o.a q "•q �, rc� W00 CLIP AT EA. END FOR (2) 2x SILL AT WINDOW LARGER THAN 4FT: 2 CLIPS EACH SIDE w/ 2x O `,. w/ 2X CRIPPLE STUDS °�" z OPENINGS GREATER 2x SILL PLATE w/ A35 �' ds Z r _ CRIPPLES @ 16 O.C. AT EA. END NAILED TO �'' THAN 4' BUT LESS �- CO td! Q U w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x U O STUD PACK w/ 10d 0 3 -� THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN \ CRIPPLES @ 16" O.C. `�r �: �aC d Q SIMPS. MSTAM36 w/ /- SHEATHING REQ'D w/ (2) 10d TOENAILS °a, EA. END ,r STUDS @ 16 O.C. �,, o + ��,F: ° Z (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD®oo. �r0000e+oG��o� } O x 2 1/4" TITENS; IF , - I _ SHEATHING REQ'D FLOOR TRUSSES ARE - UNDER W NDOWSEPARATE THING OF SITOE LLI(MAXLS TOPEN G T&B) �y4`�i m LL 20"- 26" DEEP, USE r _ WIDTH 4'-0"). USE A35 J SIMPS. MSTCM60 CLIP AT EA. END FOR _ Q STRAP w/(20) 16d OPENINGS GREATER = F - SINKERS & (14) 1/4" X 2 ; THAN 4' BUT LESS 1/4" TITENS INSTEAD. THAN 6' (IF TITENS ARE NOT IN "i / w O LINTEL COURSE OR _� SIMPSON LSTA30 w/ � CL � �o 2x TOP & BOT. INTO FILLED CELL USE \ �, RIBBONS, CONT. ("11) 10d TO STUDS 1/4" X 1 3/4 TITENS) - ABOVE PLATE U.N.O.'�'i'li; SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON 1/8 GAP BETWEEN NOTE: ALL FLOOR SHEATHING & CMU TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE SEE CONNECTION WALL PER PLAN SCHEDULE BARRIER (FELT PAPER OR SIM) IS PROVIDED TWO STORY PERP. FLOOR CONNECTION fisf CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" NOT USED 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM "FOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" U,, fJ Q 0 z Q O „';' z SEE FRAMING PLAN cr; U c O FOR FLOOR CONNECTION O T U FLOOR GRIDER OR LL BEAM O0 O' O HEADER CONNECTION @ 2nd FLOOR HIGH BM a- Ld F- (�U A , U z W �8* . 0 0 W Z 0 O - O ® J U 07 In O z W 0 Q��� J z� �. o U 1-- z W O LU _ 0 CO z .. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF W NO MOISTURE BARRIER (FELT PAPER (n (4) 2x STUDS OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON 1/8 GAP BETWEEN NOTE: ALL FLOOR SHEATHING & CMU TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE SEE CONNECTION WALL PER PLAN SCHEDULE BARRIER (FELT PAPER OR SIM) IS PROVIDED TWO STORY PERP. FLOOR CONNECTION fisf CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" NOT USED 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM "FOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" U,, fJ Q 0 z Q O „';' z SEE FRAMING PLAN cr; U c O FOR FLOOR CONNECTION O T U FLOOR GRIDER OR LL BEAM O0 O' O HEADER CONNECTION @ 2nd FLOOR HIGH BM a- Ld F- (�U A , U z W �8* . 0 0 W Z 0 O - O ® J U 07 In O z W 0 Q��� J z� �. o U 1-- z W O LU _ 0 CO z .. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited W (n a z 0 Q O W Q ® 11 S 7 z W z3.1 F— z 0 F— W z � e O o to W ® 0� (0 U) W O .� C0 W U STRUCTURAL ENG: BED gUILp� - c � DRAFTING: CO -STRUCT: BMA[vr«.�� Q QC CHECK: CG �fZitvlE�� Z JOB No. TM - 2150877 W 0 SCALE: AS INDICATED U) W DATE: 07/23/15 U COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 2x BRG WALL W/ SIMPSON SP2 @ TOP & MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS I I A Kl � m"OTHERS LEDGER AT GIRDER NOT USED PLAN ISIMPSON H2.5 EA. TRUSS 2 PLAN 2x BRG WALL W/ SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ 2x8's MIN. SPF #2 i OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHINGMTS12 WALL IS CONT. BRG ON OR LSTA18 TO ATTACH PER NAILING BELOW W/ (9) 10d BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS 3/4" FLOOR SHEATHING TOENAILS EACH END CONNECTED w/ MTS12 STRAP BETWEEN 2x BASE PLATE W/ (2) OR LSTA18 FLOOR TRUSS PER 12d NAILS @ 12" O.C. PLAN 2x8 #2 SYP P.T. SI I— 2x BLOCKING W/ (2) 12d O W 2 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER ANCHOR BOLT OI I NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYP _ BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON EMBED. @ 32" O.0 HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d FURRING AND NAILS. UNDER NAILS. UNDER BEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE PLAN PLAN (2) 2x6 w/ HUC26-2. NAILS INTO HEADER 1 1 L J LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR = TRUSS PLAN FOR _ PLAN CONNECTIONS (IF CONNECTIONS 1 TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS I I A Kl � m"OTHERS LEDGER AT GIRDER NOT USED PLAN ISIMPSON H2.5 EA. TRUSS 2 PLAN 2x BRG WALL W/ ALL THREAD ROD SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 i SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE TO BOTTOM OF SILL USED @ BASE.(WHEN MSTAM24 EA. SIDI WALL IS CONT. BRG ON EA. STUD TO WAL TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL P FLOOR TRUSS PER FRAME WALL PLAN 2x8 #2 SYP P.T. SI I— �I O W 2 PLATE w/ 1/2" EPC O U ANCHOR BOLT OI I Q J -BOLT W/ MIN. 7" Q a EMBED. @ 32" O.0 SEE PLAN 90 FROM EA.END SEE ARCHS FOR FURRING AND W INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER PLAN PLAN 1/2"=11-0" WALL SPLICE DETAILS EXTERIOR SHEATHI"'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIf SCHEDULE PRE-ENGINEERED TRUSS PER PLAN (6 #2 SYP CONT. =DGER W/ (2) %4"x3-1/2" DS WOOD SCREWS @ L — i" O.C. MAX. & 3" I — FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. UE (RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP IDRAWINGS — 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T, EACH STUD (AT EACH SIDE OF OPT. TRUSS RECESS LEDGER 16d NAILS) G.T. USE (4) ID031 LEDGER @ OPEN TO BELOW 2 SYP CONT. ER W/ (2)%"x3-1/2" I SIMPSON LUS26. USE (RECESS LEDGER INTO IfFROM WOOD SCREWS @ C. MAX. & 3" LUS26-2 FOR 2PLY TRUSS. VERIFY W/ TRUSS TRUSS SHOP EA. END -USE (3) I IDRAWINGS WS FOR 24" O.C. r 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. (AT EA. SIDE OF OPT. TRUSS RECESS LEDGER G.T.`USE (4)16d NIS) LEDGER @ LOW ROOF EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 ATTACH SHEATHING TO BOTTOM PLATE W/ (1) ROW 8d NAILS @3"O.C. SHEATHING TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ N' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 3" FROM EACH END SECTION @ OPEN TO ABOVE 12 l PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN --� FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO ^a . FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD 1 1 EXTERIOR SHEATHING PLATES U.N.O. FROM TOP OF WALL U I— TO BOTTOM OF SILL PLATE ATTACH PER F — — — — — — — — NAILING SCHEDULE IF SHEATHING IS NOT ROOF SHEATHING — ISIMPSUN ATTACH PER NAILING H2.5 EA. TRUSS I SCHEDULE BOTTOM ARE REQ'D PRE-ENGINEERED — C.M.U. WALL PER PLAN TRUSS PER PLAN 2 SYP CONT. ER W/ (2)%"x3-1/2" I SIMPSON LUS26. USE (RECESS LEDGER INTO IfFROM WOOD SCREWS @ C. MAX. & 3" LUS26-2 FOR 2PLY TRUSS. VERIFY W/ TRUSS TRUSS SHOP EA. END -USE (3) I IDRAWINGS WS FOR 24" O.C. r 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. (AT EA. SIDE OF OPT. TRUSS RECESS LEDGER G.T.`USE (4)16d NIS) LEDGER @ LOW ROOF EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 ATTACH SHEATHING TO BOTTOM PLATE W/ (1) ROW 8d NAILS @3"O.C. SHEATHING TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ N' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 3" FROM EACH END SECTION @ OPEN TO ABOVE 12 l PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN --� FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO ^a . FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE PRE ENGINEERED TRUSSES @ 24' O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/3D4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1/4" AJ -1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x SPF TOP W F_ 2x4 BLOCKS, (2) 16d Q NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. —i FASTEN ROOF Q SHEATHING TO z BLOCKS W/ 8d NAILS @ p 6" O.C. W (5) 16d NAILS BRACE Z TO BLOCKING N 0 PROVIDE 2x4 BRACE p n - TO EACH ADJACENT I— DIAGONAL, FASTEN ❑ U TO DIAGONAL W/ (2) _ U) 16d NAILS I— W `n ❑ W TRUSSES PER PLAN ❑ O U 0 WALL BRACING @ 48" Z O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) m j BRACE NOT REQUIRED Q W 6' FROM EAVES. ❑ Ly O J W 1if LL ,%11111!/l, a (y) v °o Qa 0-0. cv Z Z ZS t' Q 1j btu `��'( �% 5" , 'S � ❑ -� v ALL THREAD ROD 1 1 @ 48" O.C.; SEE PLATES U.N.O. FOUNDATION DETAILS U I— FOR CONNECTION @ BASE z 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 0 Z 2x BEARING WALL _O F- U WITH ROOF LOAD fiFl BRACING @ 2 STORY FRAME WALL I— �I PRE ENGINEERED TRUSSES @ 24' O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/3D4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1/4" AJ -1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x SPF TOP W F_ 2x4 BLOCKS, (2) 16d Q NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. —i FASTEN ROOF Q SHEATHING TO z BLOCKS W/ 8d NAILS @ p 6" O.C. W (5) 16d NAILS BRACE Z TO BLOCKING N 0 PROVIDE 2x4 BRACE p n - TO EACH ADJACENT I— DIAGONAL, FASTEN ❑ U TO DIAGONAL W/ (2) _ U) 16d NAILS I— W `n ❑ W TRUSSES PER PLAN ❑ O U 0 WALL BRACING @ 48" Z O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) m j BRACE NOT REQUIRED Q W 6' FROM EAVES. ❑ Ly O J W 1if LL ,%11111!/l, a (y) v °o Qa 0-0. cv Z Z ZS t' Q 1j btu `��'( �% 5" , 'S � ❑ -� v W I— 1 SEE FOUND, PLAN FOR FTG. REQ. 1 1 1 PLATES U.N.O. W U I— z U W 0,6 p as O ® 0 Z (2) 2x HEADER _O F- U AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT U I— �I O W 2 O U I Q SEE FLOOR PLAN Q a I 1 MORE INFO MAX 5' FROM KING STUD 1 W 1 FOR MORE INFO NAILS INTO HEADER 1 1 L J @) SEE CHART FOR REQUIRED JACKS / O IF 2ND FLOOR HEADER SITS OVER 1ST 1 U _ T 1 1 1 FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER 1 1 1 REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO 1 p 1 1 1 1 1 1 1 I 1 1 1 I 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW W 1 1 1 @)/, 1 I 1 1 UNDER 2ND STORY COLUMNS, PROVIDE 1 1 z 1 1 2 STORY INTERIOR BEARING WALL g SOLID BLCOKING WITHIN FLOOR SYSTEM UNDER 2ND O 1 1 1 1 SOTRY COLUMN LOCATION. z 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 J PLATE ❑ Z 0 E 1 CD 1 1 PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 1 3: -C (2) 2x SPF TOP Z z 1 PLATES U.N.O. 1 1 I z 0® 1 1 Q 1 1 1 �— 1 LLJ 1 I 1 (2) 2x HEADER 1 1 1 SEE FLOOR PLAN 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 1 1 1 1 I a% FOR MORE INFO 1 1 B 1 M ID 1 1 1 1 1 1 1 <:r ' 1 2x P.T. BASE PLATE SEE BEARING SCHED, FOR A.B. INFO 1 1 � I� 1 W U STRUCTURAL ENG: BED gUILQ�,y� D DRAFTING: W I— 1 SEE FOUND, PLAN FOR FTG. REQ. 1 1 1 W U I— z U W 0,6 p as O ® 0 Z hile 1 �N _O F- U AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT U I— �I O W 2 O U ~ Q 1-- Q a COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 1 SEE FOUND, PLAN FOR FTG. REQ. 1 1 1 W I --O `����_///J 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT U I— �I OVER Q 1-- MORE INFO MAX 5' FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER O L J @) SEE CHART FOR REQUIRED JACKS / O IF 2ND FLOOR HEADER SITS OVER 1ST IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. U _ T KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Z BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO p BOTTOM OF FLOOR SYSTEM W @)/, IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE z 2 STORY INTERIOR BEARING WALL SOLID BLCOKING WITHIN FLOOR SYSTEM UNDER 2ND O :3 SOTRY COLUMN LOCATION. z J ❑ Z 0 a' 3: -C W Z z I z 0® Q co �— LLJ a% ❑ M ID 4 0 W0 <:r 0 U) � I� W U STRUCTURAL ENG: BED gUILQ�,y� D DRAFTING: (n -STRUCT: BM < QC CHECK: CC Z W JOB No. - TM - 2150877 ❑ -- SCALE: AS INDICATED LU W DATE: 07/23/15 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited CONTRACTOR TO PROVIDE 2x4 SPF #2 STUDS @ 16" O.C. LLI W/ SIMPSON LSTA18 TO ADEQUATE WATERPROOFING. FLOOR TRUSS/BLOCKING NO CONCRTE SLAB PERMITTED BELOW. EXT. SHEATHING FROM TOP OF WALL TO TOP OF BALCONY DECK SEE PLAN 2x4 SPF #2 STUDS @ 16" O.C. Q SHEATHING TO RUN TO BOTTOM OF BALCONY TRUSS KNEEWALL W/ DOUBLE TOP z PLATE. EXT. SHEATHING ON FLOOR TRUSS PER PLAN WITH Q SEE ARCH DWGS FOR Q BOTH SIDES ATTACHED PER PLYWOOD SHEATHING n TOPPING INFO ROOF SHEATHING ATTACHED PER NAILING SCHEDULE NAILING SCHEDULE w w WATERPROOFING BY a POST PER PLAN TO SIT ON CONTRACTOR fw BEAM. SEE PLAN FOR t Z 3/4" PLYWOOD FLOOR CONNECTIONS N 0 DECKING ATTACHED PER _ TOPPING PER PLAN SLOPE NAILING SCHEDULE BALCONY FLOOR SHEATHING; Z VARIESPLYWOOD DECKING ---- ATTACH PER NAILING SCHED. O Q- 1--� ATTACHED PER NAILING X SEE PLAN FOR BEAM SIZES & W U SCHEDULE �.,-� CONNECTIONS U ---- VARIES - 0 0 Nb_ SEE PLAN W 2x4 SYP #2 T&B CONT. TO BEAM W/ EXT. SHEATHING W/ O BASE PLATE W/ (2) 2x4 SYP #2 � U 1/4"x4-1/2" SD12d NAIL @ 12" O.C. S SCREWS @ 12" .y„ `_ 2x4 #2 SYP CONT. BLOCKING C� O.C. TO TRUSS/BLOCKING - W/ (3) 12d TOE NAILS EA. END STRAP COL. TO COL.W/ SEE PLAN LOW ROOF TRUSS 2x4 P #SIMPSON MSTC28 CENTERED 2 BLOCKING @12° - :;,•: - ON BEAM O.C. W/ 3 12s TOE NAILS EA. - SLOPED BALCONY FLOOR 2x4 SYP #2 CONT. LEDGER W/ (2) SIDE TRUSS TO BEAR ON MASONRY Q W 16d NAILS @ EA. STUD, MAX. 16" O.C. SLOPED BALCONY TRUSSES .;- WALL W/ META16 BEAM TO SIT ON FIRST FLOOR _0 COLUMN Q'- BALCONY FLOOR TRUSS W/ LUS26 OR LUS46 TO BEAM ►1 �s��� POST BELOW TO LINE UP WITH �qC . ,,,.a '1 �i�s a CO POST ABOVE. SEE PLAN FOR SEE WS13/SD5 FORCO ADDITIONAL INFO CONNECTIONS ' a�,,� "*¢ Y �� or � « _tl °�°� Q U NOT USED BF02 SECTION AT BALCONY BF03 SECTION AT BALCONY BF04 SECTION AT BALCONY _ �• �- SCALE: 3/4" = 1'-0" _ w O SCALE: 3/4 - V-0" SCALE: 3/4" = V-0" �� �0* �\ Z �i 'fiee��ae� ter,` Q iY J PFS` � */ TV W E I l f A I 11111���, �� co tL PARTY PARTY 4'-0" WALL 4 -0 4'-0" WALL 4'-0" 41_011 WALLY 4'-0"11 11 F- U o FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED W ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING a_ ^^� i ( ) ) (NO PENETRATIONS) (NO PENETRATIONS ( ) ) (NO PENETRATIONS) 4,-0„ SEE PLAN O I� o rlfi, I'I `r NO PENETRATIONS (NO PENETRATIONS ) (NO PENETRATIONS 2" USG STEEL "C"-CHANNEL SEALANT °PI UNDER ROOF SHEATHING UNDER ROOF SHEATHING SEALANT TRUSSES BY OTHE S 2" USG STEEL C -CHANNEL SEALANT o r,. I i UNDER ROOF SHEATHING FIRE RESISTANT TREATED ROOF SHEATHING Q O III o (NO PENETRATIONS) p� U U STUDDED COMMON TRUSSESTO BE STUDDED COMMON TRUSSESTO BE (2) 1" SHAFT WALL LINER PER UL U373 F� .2 DESIGNED W/ 100p1f LATERAL LOAD DTC @ 24" O.C. W/ 1/4" GAP AND 12" AND HAVE BOTTOM CHORD LOAD ALTERNATEXS SIMPSON BPS\-3 (SEE SHEET SD8) ATTACH TIGHT TO NUT w/ 3"x3"x1/4" WASHER 0„allllll,,w U PNUT w/ AND HAVE BOTTOM CHORD 1/4” FROM END OF TRUSS EA. SIDE OF HOR 1/4" SHEATHING, EXTEND INTO OVERHANG – ALTERNATE. SIMPSON BPS\ 3 ABOVE TOP PLATE PARTY WALL ABOVE TOP PLATE SLOTTED WASHER WITH 1" FENDER I SLOTTED WASHER WITH 1" FENDER ` PARTY s \ I I WASHER \ WASHER WALL TRUSSES (BY OTHERS) (2) 1" SHAFT WALL LINER PER UL U373O L LINER PER UL U373 I I 2 1" SHAFT WALL TRUSS TO WALL CONNECTION PER O o DOUBLE TOP PLATE EACH SIDE OF CONNECTION CHART U.N.O. (SEE SHEET SD8) ATTACH TIGHT TO (SEE SHEET SD8) ATTACH TIGHT TO DOUBLE TOP PLATE EACH SIDE OF DOUBLE TOP PLATE EACH SIDE OF Z ~J SHEATHING, EXTEND INTO OVERHANG PARTY WALL SHEATHING, EXTEND INTO OVERHANG PARTY WALL PARTY WALL 2" USG STEEL O_ r`+ "C"-CHANNEL SEALANT SQ ROOF BRG HGT ROOF BRG HGT -11 IV ROOF BRG HGT UNDER ROOF REFER TO PLANS REFER TO PLANS REFER TO PLANS SHEATHING Q FIRE BLOCKING EACH SIDE OF PARTY �/� �' DTC @ 24" O.C. W/ 1/4" GAP AND 12" FIRE BLOCKING EACH SIDE OF PARTY WALL r 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 SEE PLAN Ld WALL FIRE BLOCKING EACH SIDE OF PARTY WALL WALL � 1/2" GYPSUM WALLBOARD EACH SIDE WALL TRUSS TO WALL CONNECTION PER 3/8 THREADED ROD (U.N.O.) @ 32" V ) OF PARTY WALL ATTACH W/ 8d 2x #2 SPF STUDS @ 16" O.C. PER PLAN CONNECTION CHART U.N.O. FIRE BLOCKING EACH SIDE ` C~j 1/2" GYPSUM WALLBOARD EACH SIDE O.C. & 6" FROM EA. END AND W/IN 6" �: COOLER NAILS @ 6" O.C. ON EDGE EACH SIDE OF PARTY WALL 3/8 THREADED ROD U.N.O.) @ 32" 1/2" GYPSUM WALLBOARD EACH SIDE OF PARTY WALL r' (� OF PARTY WALL ATTACH W/ 8d ( FROM GIRRDERS; CENTER ROD AND IN FIELD O.C. & 6" FROM EA. END AND W/IN 6" OF PARTY WALL ATTACH W/ 8d COOLER NAILS 6" O.C. ON EDGE WITHIN DOUBLE TOP PLATE EACH cn 3 1/2 SOUND BATT INSUL. EACH SIDE @ FROM GIRRDERS, CENTER ROD COOLER NAILS @ 6 O.C. ON EDGE 3/4 AIR SPACE EACH SIDE O W a, .- 3/4" AIR GAP EA. SIDE OF PARTY WALL SIDE OF PARTY WALL DOUBLE TOP PLATE �_ AND IN FIELD PARTY WALL EACH SIDE OF Q 0 vW Q AND IN FIELD ����ii N OF PARTY WALL WITHIN DOUBLE TOP PLATE 2x SPF #2 STUDS @ 16" O.C. PER PLAN < o� UJ z F" mu � 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 ` N FIRE RATED WALL SYSTEM PER UL EACH SIDE OF PARTY WALL PARTY WALL W � Q z -� I OF PARTY WALL (2) 1" SHAFT WALL LINER FIRE WALL C� MID-POINT BLOCKING BETWEEN U373, SEE DETAIL PAGE SD8 MID-POINT BLOCKING BETWEEN MID-POINT BLOCKING BETWEEN U373 (SEE SD8) ATTACH TIGHT TO OZ 0 0 o � STUDS EACH SIDE OF PARTY WALL STUDS EACH SIDE OF PARTY WALL 2x #2 SPF STUDS @ 16" O.C. PER PLAN STUDS EACH SIDE OF PARTY WALL 3 1/2" SOUND BATT INSUL. EACH SIDE SHEATHING O J (n N z n EACH SIDE OF PARTY WALL OF PARTY WALL F_ ® Q Q g v FIRE RATED WALL SYSTEM PER UL v+ FIRE RATED WALL SYSTEM PER UL 0 W C, � U373, SEE DETAIL PAGE SD8O Z z =) in U373, SEE DETAIL PAGE SD8 J O <.< Z z E "WoPARALLEL ROOF TRUSS @ WO PARALLEL & PERP. ROOF TRUSS "WoPERPENDICULAR ROOF TRUSS WO CONVENTIONAL OVERHANG z " W a. X p I r Q � 04 PARTY WALL SCALE: 3/4" =1'-0" @ PARTY WALL SCALE: 3/4" = 1'-0" @ PARTY WALL SCALE: 3/4" =1' PANTY WALL SCALE: 3/4" =1'-0" J 0. z O 0 Z F_ LU oW LU O �LLL 4'4" 4'4" Q ' z FIRE RESISTANT TREATED FIRE RESISTANT TREATED- o ROOF SHEATHING ROOF SHEATHING w (NO PENETRATIONS) (NO PENETRATIONS) (2) 1" SHAFT WALL LINER PER UL U373 — (2) 1" SHAFT WALL LINER PER UL U373 PARTY (SEE SHEET SD8) (SEE SHEET SD8) WALL z 1/2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL 1!2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL p (D OF PARTY WALL U373, SEE DETAIL PAGE SD8 OF PARTY WALL U373, SEE DETAIL PAGE SD8 W 3 1/2" SOUND BATT INSUL. EACHSIDE r (2) 2" C-CHANNEL SCREWED BACK TO 3 1/2" SOUND BATT INSUL. EACH SIDE (2) 2" C-CHANNEL SCREWED BACK TO !1 OF PARTY WALL BACK AT PANEL JOINTS LOCATION OF PARTY WALL BACK AT PANEL JOINTS LOCATION �z VARIES 2X BOTTOM PLATE W/ (2) 12d NAILS @ VARIES FIRE RATED WALL SYSTEM z 2X BOTTOM PLATEW/ (2) 12d NAILS @ 2x STUDS @ 16" O.C. PER PLAN EACH 12" O.C. 2x STUDS @ 16" O.C. PER PLAN EACH U373, SEE DETAIL SD8 W 12" O.C. EACH SIDE OF PARTY WALL SIDE OF PARTY WALL SIDE OF PARTY WALL I- 3/4" AIR GAP EACH SIDE OF PARTY 2x4 SYP #2 CONT.BLOCKING/ RIBBONz AIR GAP EACH SIDE OF PARTY C 0 3/4" 0 WALL W/ (3) 16d END NAILS OR TOE NAILS 2x4 SYP #2 CONT.BLOCKING/ RIBBON 3/4" FLOOR DECKING EACH SIDE OF WALL Q LLI CONNECT TOP PLATE TO U) W/ 3 16d END NAILS OR TOE NAILS 3/4" FLOOR DECKING FASTEN PER () PARTY WALL, FASTEN PER PLAN BOTTOM PLATE w/ 1/2" OR PLAN 3/8" ALL THREAD ROD, THRU PLATE w/ NUT AND WASHER O a) PRE-ENG. PRE -ENG. VPRE-ENG. 48 O.C. FLOOR SYSTEM FLOOR SYSTEM FLOOR SYSTEM 2x BOTTOM PLATE W 1st FLOOR BRG HGT 1 st FLOOR BRG HGT 1st FLOOR BRG HGT O Ll l FIRE BLOCKING EA. SIDE OF PARTYREFER TO PLANS 1/2" DRYWALL REFER TO PLANS v) REFER TO PLANS W 0 1: WALL FIRE BLOCKING 1/2" DRYWALL CEILING TRUSS CONNECTION � 0'_ �' 1/2" DRYWALL EACH SIDE OF PARTY EACH SIDE OF PARTY PER PLAN – 0- DOUBLE TOP PLATE EACH SIDE OF WALL DOUBLE TOP PLATE EACH SIDE OFWALL W PARTY WALL W/ (3) 12d TOE NAILS TO.SPF #2 STUDS @ 16" O.C. PER PLAN PARTY WALL W/ (3) 12d TOE NAILS TO 2x SPF #2 STUDS @ 16" O.C. PER PLAN EA. FLOOR TRUSS EA = 8" CMU WALL U STRUCTURAL ENG: BED �olLo�tic ` EACH SIDE OF PARTY WALL . FLOOR TRUSS EACH SIDE OF PARTY WALL FIRE RATED WALL SYSTEM U905, SEED DRAFTING: NfipFiD (1) #5 FROM FTG. TO TIE BEAM 3 1/2" SOUND BATT INSUL. EACH SIDE 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 OF PARTY WALL O.C. & 6" FROM END, CENTER ROD OF PARTY WALL - U) O.C. & 6" FROM END, CENTER ROD CELL SOLID -STRUCT: BM o� _j------------- --- ------ 'O�F1Tti��l�- MID-POINT BLOCKING BETWEEN WITHIN DOUBLE TOP PLATE (ONLY MID-POINT BLOCKING BETWEEN WITHIN DOUBLE TOP PLATE (ONLY Q QC CHECK: CC STUDS EACH SIDE OF PARTY WALL WHEN ROOF TRUSSES ARE STUDS EACH SIDE OF PARTY WALL REQ'D WHEN ROOF TRUSSES ARE Z JOB No. PERPENDICULAR TO PARTY WALL) TM - 2150877 PERPENDICULAR TO PARTY WALL) SCALE: AS INDICATED W - 01PERPENDICULAR FLOOR TRUSS WO OPENING FOR STAIR W03 PARALLEL ROOF TRUSS CMU NOT E® � DATE: 07/23/15 @ PARTY WALL SCALE: 1/2 = 1'-0' @ PARTY WALL SCALE: 1!2" =,'-o" PARTY WALL SCALE: 1/2" = 1'-0" SD7 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3'4 - Air? 3F Design No. U373 May 07, 2013 Wall Rating - 2 fir (See Items 4,4A tend ,113) Finish Rating - 120 Alin (See loam 4) 14, .s�ttlslttn:a 31av .sK_<31talttlfs. °._ ._ 3/4' AIR $F"ACE l'0l`afl!GUR,-1T103\l A ��tvsanrutll�l�l<xc�ri_ylr[�.1 t•t�ttitvtr,;�titti�u.L rn� :stJti� _ 3/4.ill, ;;.Fa CE t t /Pf(arlt,al t(� \'1'lVd�f l3 d,�l-'urrJSa 61�11rt tx,a ..�.1111•Y.J.t.?li AREA SEPARATION WALL: (Nonbcarng Max Height 44 R) l Fluor, intermediate ur Top Wall 2-3/16 in wide channel shaped with t in. tong legs formed from No. 25 MSO gals stet 1, secured with suitable fasteners spaced 24 in. OC. r. Steel Studs — Steel members funned from No. 25 MSG galv steel baving "1r' shaped tangos spaced 24 in. OC; overall depth 2-1/8 in. and flange width t - l/2 ill. J. Gypsum Board —lino layers of I in. thick gypswn wallboard liner panels, supplied in amu 24 ht. widths. Vertical edges of pa oel3 friction fitted into "It" - shaped studs. GEORGIA -PACIFIC GYPSUM L L C—types TRSL, DGUSL PROTEC CED WALL, — (Beadlig or Noubetuing Wall, its indicated is Items 4, `lA and 4B) 4, Wood. Studs — For 2 rlr. Bearing or Nuabearing Wall Rating - Num 2 by 4 in., num, spacing 24 in. OC. Studs cross -braced tit midhcight where accessary for clap anacln is al Klin 3/4 in, separation between wood training and arca scparation wall. Finish rattog evalu and fur wood studs only. 4A Steel Studs —(As un adlcuiatc to Item 4, not shown) — For 2 [fr. Behring Wall Rating Corrosion protected steal studs, win No. 2U 14ISG (0.0329 in., tnia bare natal thickness) stccl or nria 3- 1/2 in, wide, nun No, 20 GSG (0.036 in. thick) gale stevi or No. 20 MSC; (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of die Spccif caflott for the Design urcold-Portued Steel Structural Mcnibers by Ute Atnerfead [run and Steel Institute. All design details anhatwinb the stnutund integrity of the wall as cnbly, including the axial design load of the studs, shall be its specified by the stccl stud designer antl/or producer, and shall neat the ruriuircuients ofall applicable local code agcneies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to fluor and ceiling fia eks with 1/2 in. long'I'ype S-12 steel screws oil both sides of studs or by welded or bolted connections designed in accordance with, the AISI spccilieatons.'rop and bottom tracks shall consist of steel members, rain No. 20 MSG (0.0329 in., m[a bare metal thickness) steel or mint No. 20 GSG (0.036 in. thick) gale steel or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound slruclu til cuuncetioa bctwccasteel studs, and to adjacent asseaablies such as a floor, ceiling, and/or other walls. Attached to floor and calling assemblies with steel fasteners spaced nut greater than 24 in. O.C. Studs cross -braced with stud framing at midlixighl where flees ary Ibr clip attachment. Min 3/4 in. separation between steal fiurning and area separation wall. Finish rating has not been evaluated for Steel Studs. 413Steel Studs --- (As an allernale to ltcnts 4 mid 4A, for use in Confagtuation B only, not shown) — For 2 Ilr. Nonbearing Wall Rating - Channel shaped, [abricutad liuni min 25 MSG corrosion -protected steal, inti 3-112 in. wide, min 1- 114 in. B;ngcs and 1/4 in return, spaced a niax o1724 in. OC. Studs to be cut 3/8 to 3/1 in. less titan assembly Leight.lop told boltoni tracks shall be channel shaped, fabricated frum min 25 MSG cunus[un-protected steel, thin width to aeeoaaniudala stud size with min 1 in. long legs, attached to fluor and eeiling with fcitcncrs 24 in. OC nrax. Studs cruss-braced with stud liaming at mldhcight wlicra accessary fur clip atluclunenl ivlin 314 in. sepamlion between steal fnuning and area separation wall Fialsh rating has not been evaluated lbr Stecl Studs. 5. Gypsum Board -•- Ch*sifigd or Uuclassifeed - Min If2 in thick, 4 t( wide applied either horizontally or vertically. Wallboard attached to wood studs (heal ,1) with 1-1/4 In. long steel drywall units spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 413) with I in. long Type S steel screws spuecd 12 in. OC. Verlicaljoials located over studs. (Optiuual) Joints coveled with paper lupe mid joist compound. Nail or screw heads covered with joiltt compound. 5A. Plywood Sheathing or OSB — (Not shown) —As art alternate to hent 5, Nominal 1/2 in. thick or greater plywood or OSB applied horizontally or vertically lu wood or steer studs. Verlieid joints located over studs Iloirzontal juuua shall be butted tight to tonin a closed Joint, Fastened to studs watt nails or screws ofsuBicicnt Icngth, 3paccd 12 in. OC. Joints and fastener heads are not rerlulred to be treated. Aluminum clips shall be sraaccd as described ht kern 6. 6. Attachment Clip$ — Aluminum angle, 0.062 in. [[rick, min 2 in. wide with ntin 2 in. and 2 l/2 in. legs. Clips secured with inhmmunt one'rype S screw 3/8 in lung to "II studs and with uii dninn one'rypc W screw f-1/4 in, lung to wuW thumng or steel frmning through holes provided in clip. Claps spaced a max of 10 ft OC vertically bctwccn wood ur steel fiaunino and 1f" studs for separation walls up to 23 It high. Fur separation walls up to 44 ti high, clips spaced as described above for the upper 24 f, and tie remaining wall area below requires clips spaced a macx 5 11 OC vertically between wood or steel finning and'"Fla studs, 7. Batts and Blankets k -•- (Optional, not shown) — Placed in stud cavities, tiny glass fiber or mineral wool insulation, rutm 3.0 pef density, [tearing the UL Classification Nlnking us to Surface Burning Characteristics and/or lire Resistance. See Batts and Blankets (BKN V or BZJZ) Categories for names of Classified companies. `Bearing the UL Classification a4lauk z DESIGN NO. U905 BEARING WALL RATING — 2 HR. ct) NONBEARING WALL RATING — 2 HR. inidJ 1 3 w.�,!: 2 4 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 TO 1 PART PORTLAND CEMENT (PROPORTIONED AND HDRATEDLIME (BY VOLUME) VOLUMED) VERTICAL JOINTS PERCENT JOINT STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER — ADD 1/2 HR 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. CLASSIFICi 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 (ROTAR KILN PROCESS) WATER REPELLENT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATI( ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC* — (OPTIONAL NOT SHOWN) — 1-1/2 IN, THIC 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1) * BEARING THE UL CLA531FICATION MARK CIL PARTY 2" USG C -RUNNERS WALL W/ 3/8" TYPE "S" PAN 3/4" AIR SPACE W HEAD SCREWS Q 2x SPF #2 STUDS @ FIRE RATED ROOF SHEATHING PER PLAN 16" O.C. U.N.O., w/ BATT INSULATION 0.063" USG ALUMINUM — - - INTERIOR ANGLE CLIPS W/ 3/8" TYPE TRUSS OVERHANG EA. SIDE "S" PAN HEAD SCREWS TO Q �- SHEET W 2" STEEL H -SECTION TYPEWOR "S" SCREWS TO 3/4" AIR GAP STUD 24" O.C. MAX. PLATE PLACE AT EACH END EXTEND THE (2) LAYERS OF 1" THICK USG GYP. a W Uj BOTH SIDES OF � (2) 1" GYPSUM LINER AND AND 8" O/C EACH FACE WALLBD. LINER PANELS OF 2 -HR. WALL INTO SOFFIT � AREA PARTY WALL \ PANELS, SEE U373, SHEET SD8 2x8 SPF #2 2" STEEL C -SECTION RUNNER v Z N 0 STUDS @ 16" yyywy4=4 O.C. U.N.O., w/ 2" USG C -RUNNER W/ CUT zz BATT I FLANGES SHOWN WITH (3) 1 0 � INSULATION 4'-0", MIN. -- 1/4" TYPE "W" OR "S" SCREWS SECTION A -A AT FRAME AND (3) 3/16" DIA. X � U 2" TAPCONS AT MASONRY FIRE RETARDANT � W SHEATHING 48" AS SHOWN to 0 INTERIOR z ADJACENT TO 2nd FLOOR O PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS U z_ o EXTERIOR O 1/2" DRYWALL 1 1/2" OVERHANG LENGTH 1 1/2" ❑ 2x4 SPF #2 M ¢ W STUDS@ 16" O.C. U.N.O., w/ BATT INSULATION O tL PROFILE OF ROOF TRUSS BEYOND�� �l�f�//��� a oro 4'-0", MIN. ROOF SHEATHING TYP. _ — „��®, °° :�Ni grJFIRE RETARDANT SHEATHING pW 0 U i' rA-A rv� C9 ar 2x6 SUB -FASCIA W11 2 HR. FIRE WALL @ 2ND FLOOR TYPICAL PARTY WALL SCALE: 1/2" =1' 0" 71/2' HIGH STRENGTH OR 5/8" w O GYP WB NAILED OR SCREWED O ��G j m O �pl'n a r�r�ft N (D PARrY TYP. EXTERIOR FINISH n z Z r, WALL_ E THICK USGXTEND THE (G LAYERS OF ❑ Z AND EXT. SHEATHING YP. WALLBD. SEE TYP. EXT. WD. LINER PANELS OF 2 -HR. c p C7 2" STEEL WALL INTO SOFFIT AREA � • H -SECTION STUD FRAME WALL SECTION 2x SPF #2 STUDS @ N'^ w 24 O.C. MAX. 161, O.C. U.N.O., w/ BATT INSULATION SEE TYP. ELtf EXT. WD. FRAME WALL z H f'"'' Sl Q)BATT INSULATION TYP. 2x -WD. FRAME. �4 U (2) 1" GYPSUM EXT. BRG. WALL PER SECTION U �w LINER PANELS, 2" STEEL PLAN p • �3�i�� �, SEE 0373, C -SECTION 1/2" GYPSUM WALLBOARD z SHEET SD8 0 SEE TYP. EXT. WD. FRAME O RUNNER FURRING WALL SECTION co 7 FOR CONT. ELEVATION ° DRYWALL a- 8" CMU BLOCK WALL FINISH PER SPECS W09 2 HR. FIRE WALL JOINT FRAME TO BLOCK SCALE: 1/2" = 1'-0" PARTY WALL 8" CMU BLOCK 2" STEEL C -SECTION WALL FINISH RUNNER PER SPECS ~ LU _3 2" STEEL H -SECTION 0 06 STUD 24" O.C. MAX. 2x SPF #2 STUDS @ 16" O (2) 1" GYPSUM LINER O.C. U.N.O., w/ cnN�0 `�° o a_ PANELS, SEE U373 BATT L O Wig° SHEET SD8 INSULATION WM 2 HR. FIREWALL JOINT FRAME TO ®LCOK SCALE: 1/2"=1'-0" 4'4", MIN. FIRE RETARDANT SHEATHING 48" AS SHOWN ADJ. TO 2nd FLOOR PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS 4'-0", MIN. PARTY WALL 2" C -TRACK EXTERIOR WALL FRAMING 1/2' DRYWALL (2) 1" GYPSUM rr LINER PANELS, SEE U373 ON INTERIOR WALL SHEET SD8 FRAMING 2" H -STUD 3/4" AIR SPACE2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION '1 O 2 HR. FIRE WALL @ 2ND FLOOR W1 2 HOUR SEPARATION a) EAVE w fi TYPICAL PARTY WALL SCALE: 1/2"=1'-0" COPYRIGHT MCD 201 : The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited SCALE: 1"=1'-0" ~ LU _3 U) 0 06 (n NE Z inQ � � r fQ O cnN�0 `�° o a_ ® L O Wig° 1 U) O <(¢�z _ z O U z �$(h-CX3 F—W z QU Z ❑ ~ Liu z O ❑ W 0 = LL J C) U z ❑ _ f W fQ a_ z Z ❑ O W[ J ❑ 11 Z w 2 Z z0 F, W 1 H 0� 0 0 ❑ LU ®C�W 4 W �. -5 >- 0 �— o 0 <t3:0 C� F- 11 -- (1) LU STRUCTURAL t'�UILU/,y U _. ENG: _. BED DRAFTING: -- S,q D NFOF`'IJ F- -STRUCT: BM O Q gfil fPAE� QC CHECK: CC - - W JOB No. TM- 2150877 SCALE: AS INDICATED w X DKTE: 07/23/15 U) f M� STANDARD (3) 2X12 W MIN. (3) 2x SYP #2 STRINGERS W/ f-- STUDS REQ'D @ END SIMPSON A34 CLIP TO n OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK \. I Q 1— Z LINE UP 2xJOIST IN W LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE W STRINGERS W/ / UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING o 0 FRAMING 2xJOISTS @ LANDING N z @ 16"O.C. W/ SIMPSON FD A35 OR LUS26 HANGER 0 Fy z3 ON EACH SIDE LLI CO oU_W 0 `/, 'v� T 6" MIN. Q n O U O Z_ (2) 2x BEAM PER `` 2xJOIST (P.T. IF m j SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT z o p STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d `2 CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. Z O TO BEAR DIRECTLY ON TO EACH STUD. 2" 1/4" BUILT UP COLUMNS DEPTH W/ (3) 10d ((; z TOENAILS EACH END x 3 1/2" TITENS @ 16" LL_ O.C. MAX. FOR O., `, 1 I111I����'i 0 BELOW A�A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) L��,.,'••"',•,���,Li��i L00 `"' 10" MIN. �� fi�� SEE SCHEDULE FOR MAX WIDTH OF LANDING W : •'�,i,_ s°.�Z = z ►Pl to "� U 1 `�' Q (j MIN. (3) 2x SYP #2 w Q U �C �� � _.J � a ❑ -1 STUDS REQ'D @ END Z ❑ OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB ' • ;'h r,�� ,: Q Cx 16d NAILS FROM SEE PLAN FOR DEPTHSHEATHING OVER �`�`a > LEDGER TO STUD OF LANDING LANDING ATTACHED p /i�/1 Pt QF�� STAIR WINDER "DETAIL �.s.. �. LL PACK PER GENERAL FLOOR ~� m CONSTRUCTION Q ,""�1 NOTES STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING MASONRY WALL OR HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH FRAME WALL BEYOND TO LANDING / OF LANDING MID SPAN BLOCKING (2) 2x BEAM PER 2x JOIST (P.T. IF 2x8 U B RISE OF STEPS AND SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO B (1) 2x12 (1) 2x8 cn 4'-0" o \ MASONRY WALL OR HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH FRAME WALL BEYOND TO LANDING / OF LANDING MID SPAN BLOCKING (2) 2x BEAM PER 2x JOIST (P.T. IF 2x8 U 12'-0" RISE OF STEPS AND SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO TO MATCH JOIST PLYWOOD SHEATHING (1) 2x12 (1) 2x8 cn 4'-0" o \ (3) 2x12 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING BOTTOM CHORD W 2x6 61.01, I -JOIST PER FRAMING —� TOENAILS EACH END IF ATTACHING TO ATTACHED PER 4'-0" UW _ O TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BLOCK OR MASONRY WALL) GENERAL FLOOR (2) 2x12 O BELOW O.C. MAX. FOR A"A PLAN VIEW X80 DEGREE TURN LANDING MASONRY WALL) STRINGERS TO BE NOTCHED AT LANDING '0011 O 4'-0" O CONSTRUCTION SEE SCHEDULE FOR MAX WIDTH OF LANDING U 0 F- U N �.. U) Q � g 00 (3) 16d TOENAILS \ Z NOTES o ❑ z aa�'�wE HEIGHT AND PLAN / 0 16" O.C. LAYOUT.HEADER Q (2) 2x12 O° r 2 WITHIN SUPPORT O ¢ MAX BEAM END OF 2x6 WALL COULD BE U ?>0 / REQUIRED. SEE PLAN @ (2) 2x12 2x8 FOR REQUIRED o / m p LANDING PER ONE @MID -SPAN A (2) 2x12 -ar .2 8.-0.. + = SCHEDULEvU- F INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS O \ W W (1) 2x12 (1) 2x8 2x6 T 2x ATTACHED TO G 2x JOIST (P.T. IF STRINGER ATTACHING TO OU U / SEE PLAN FOR IIII 0LL LEDGER w/ (3) 16d 2x12 STRINGERS ONEL� -- IIII MASONRY WALL OR NAILS @ 16" O.C. MAX. O (III 11 0 TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN WOOD WALL z I I I z / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) SIMPSON A35 IIII O -_�-r LANDING FOR CONNECTIONS STRINGERS TO fin 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR O TO BEAR DIRECTLY ON MASONRY WALL OR HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH FRAME WALL BEYOND TO LANDING a OF LANDING (2) 2x BEAM PER 2x JOIST (P.T. IF 2x8 w 12'-0" RISE OF STEPS AND SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" ENDSTRINGERSOF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT T B®B CROSS SECTION OF BEAM TO LEDGER (3) 2x12 2x8 BOTTOM CHORD @ 16"O.C. W/ SIMPSON LEDGER w/(3) 16d 2x6 61.01, I -JOIST PER FRAMING —� CONNBEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. 4'-0" UW _ TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BLOCK OR ❑ U (2) 2x12 p ( cv 06 � Z (n a2 9 BELOW O.C. MAX. FOR A"A PLAN VIEW X80 DEGREE TURN LANDING MASONRY WALL) STRINGERS TO BE NOTCHED AT LANDING (1) 2x12 (1) 2x8 O 4'-0" U OF �p SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 2x12 0 F- 9'-0" N �.. U) Q � g 00 (3) 16d TOENAILS \ N ST02 OT USED o (1) 2x12 (1) 2x8 z aa�'�wE BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD (2) 2x12 2x6 61.01, I -JOIST PER FRAMING —� 24 4'-0" PLAN W/ SQUASH _ (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9'-0" (1) 2x12 (1) 2x8 2x6 HEIGHT AND PLAN / (3) 2x12 LAYOUT.HEADER (2) 2x12 2x8 WITHIN SUPPORT (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @MID -SPAN A (2) 2x12 SUPPORTf®1 8.-0.. (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER ATTACHING TO IIII MASONRY WALL) CONT IIII LEDGER w/ (3) 16d 2x12 STRINGERS ONEL� -- IIII NAILS @ 16" O.C. MAX. ON EACH SIDE AND (III TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN IIII IIII x 3 1/2" TITENS @ 16" I I I z / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII SCHEDULE @ END OF -_�-r LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 D DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 12'-0" (2) 2x12 2x6 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" (2) 2x12 2x6 61.01, 11'-0" (1) 2x12 (1) 2x8 24 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'_0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-p" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 (2) 2x12 2x8 7'_0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-01, (2) 2x12 2x8 71-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8.-0.. (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" f— $ W LA_Uj C'4 LOU � wO SEE ARCH PLAN 2x4 CONT. TOP PLATE U V ) MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO Q W STUDS W/ (2) 16d TOE W W 2x4 #2 SPF STUDS %< X NAILS O = @ 24" O.C. 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, U U) 2x6 VERTICAL @ 6 -0 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF Q O.C. MIN. AND @ ANY (N NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND z OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) ❑ HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). LU KNEEWALLFOR VERTICAL -- `- NOTCH SILL AND a_ (— PLYWOOD FLOORING :�E z TO ALLOW VERTICAL (.9 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO z NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q LTJ @ANY OPENING 2x4 CONT. TOP PLATE o ® on, (ATTACH TOP PLATE 7:AL ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d l DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 3 1/2" TOE NAILS w z SECTION X-XN.T.S SDS WOOD SCREWS = Q. EQUALLY 0 Z SPACED/CENTERED IN 2x4 #2 SPF STUDS @ Z 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE3z I ATTACHED TO TRUSS F_ NAILS NAILS I BELOW (OTHERWISE S 2x4 #2 SPF STUDS @ I I SEE ARCH PLAN ATTACH W/ (2) 12d O 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) o ry M � TOENAILS BOTTOM 2x4 #2 SPF STUDS @ �— X I LU U z SLICE CUT PLYWOOD 24" O.C. W/ (Z) 12d \� I XF NOTCH FLOOR 2x4 SILL PLATE W/ (2) O W FLOORING FOR STRAPI 16d TOE NAIL EA. TOENAILS BOTTOM I SHEATHING TO U) __') i 0 � ACCOMMODATE 2x I CONT. BRACE & 10d LU Q 17 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 0 0" 10d NAILS @ 4" O.C. FLOOR SHEATHING w 0- 2x4 #2 SPF SILL PLATE NOTCH SILL AND _____ W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 ----- ci� O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS F-- STRUCTURAL ENC. BED O eulLv�N TO SLIDE DOWN TO I W/ 2 %4"x3" SDS U ___- D DRAFTING (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY cr_ 'A11/FOR SPACED & CENTERED 0 + STRAP (1 EA. SIDE OF =_____ cn-STRUC"f: BM 2x6 VERTICAL AND STUD) EVERY 48 O.C. ATTACH 2x6 VERTICAL IN TRUSS < v � - L -BRACE @ 6'-0° O.C. & <C CSC CHECK: CC 1TM� TO TRUSS W/ (3) %4" x 3" ``� F= --._.- _.- .--- --- FLOOR BEAM CONDITION \_ FLOOR BEAM SEE SDS WOOD SCREWS @ ANY OPENING �Z JOB No. TM - 2150877 ---------- BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY ❑ SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN ---- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE � DATE: 07/23/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS V) rm_,� GEN. STAIR AND LANDING FRAMING DETAILS STRING ATTACHMENTS. sCHART FOR MIN. slzE OF INSIDE BEAM. NAIL (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHERETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) t;T 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.