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HomeMy WebLinkAbout475 - 499 Merry Brook Cir (a)'80"' UENERAL NOTES SYMBOLS - PLAN 1943 - ALTERNATE MAIN FLOOR b24 UPPER FLOOR Clq<� OTAL SHEEINDEX AGN0.1 COVER SHEET, SHEET INDEX, GENERAL PORCH 1I 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 SECTION KEY _.. 5HELF ABOVE WATER CLOSET �I ❑ DOUBLE SINK � NOTES, SYMBOLS & ABBREVIATIONS r- jurisdiction over this type, of construction and OGcu ane . J yP P y (::D SHEET NUMBER q r -- X37 o -t> SOFFIT ABOVE (0 �9 ELEVATION - TRADITIONAL 2. It 15 the intent of the architect to delineate these documents as accurate c>_,a I''c3o o A1.1 B-7 BUILDING SLAB PLAN a5 possible for the purpose of graphic representation. Do not "scale" oN� DETAIL NUMBER OR SECTION KEY DIMENSIONAL LUMBER (SIZE) TU13/5HOWER ❑ 51N6LE SINK A1.1 UW -R SLAB PLAN - WILLOW - LOT 132 these documents. The dimensions Shown are to take precedence over SHEET NUMBER A1.1 UR -R SLAB PLAN -REDWOOD -LOT 133 scaling the documents. The general contractor shall take full responsibility for 0 0 6LOGKINO A1.1 UR -R SLAB PLAN - REDWOOD - LOT 134 any incorrect work and any repair of said work o5 a result of scaling the documents. tom- IZE) \S 0 WA5HER T A1.1 UB -R SLAB PLAN - BIRCH - LOT 135 3. All work performed by the general contractor shall comply and conform with � ANGLE � ROUGH SAWN WOOD O SHOWER A1.1 UB -L SLAB PLAN - BIRCH - LOT 136 local and state building codes, ordinances and regulations, along with all jJ���� / \ A1.1 UR -L SLAB PLAN - REDWOOD - LOT 137 other authorities having jurisdiction. The general contractor is responsible PLYWOOD PRYER A1.1 UW -L SLAB PLAN - WILLOW - LOT 138 to be aware of these requirements and governing regulations. G NOTE NUMBER INSULATED SFIEATI-TING thoroughly become familiar '\�I LAVATORY A2.1 B-7 BUILDING MAIN FLOOR PLAN 4. The general contractor Shall review and with these documents. Upon review, the general contractor Shall document and /1\ REVISION NUMBER (PELTA) BATT INSULATION v �� MEDICINE CABINET A2.213-7 BUILDING UPPER FLOOR PLAN notiFy the architect of any errors, omissions, discrepancies and / or, incon5lstencle5 prior to the start of any portion of the proposed work. The A a,a RI6I1) IN5ULATION PEDESTAL 51NK A2.1 UW -R FLOOR PLANS - WILLOW - LOT 132 architect shall review the proposed corrections after the receipt of SHEET NUMBER U) _ A2.1 UR -R FLOOR PLANS - REDWOOD - LOT 133 REFRIGERATOR notification. The discovery Of di5crepanrle5 and / or Gonflict5 after the D UR -R FLOOR PLANS - REDWOOD - LOT 134 start of work shall be the full responsibility of the general contractor to I- {' 2X4 WOOD STUD PARTITIONA2.1 0 A2.1 UB -L FLOOR PLANS - BIRCH - A - LOT 135 repair or replace. G ELEVATION LETTER / 2X6 WOOF STUD PARTITION � 0 OVEN/GOOKTOP A2.1 UB -R FLOOR PLANS -BIRCH - A -LOT 136 5. The general contractor shall be responsible for the correction of anyisle IBI EARTH A2.1 UR -L FLOOR PLANS - REDWOOD - LOT 137 errors, omi551onS, dl5crepancle5 and / or lnconsictencie5 which have not been 2X8 WOOF STUD PARTITION A2.1 UW -L FLOOR PLANS -WILLOW -LOT 138 brought to the architects' attention. SAND OR GRAVEL FILL 6. The general contractor shall accept the premises a5 15, In its current state. V� CONCRETE BLOCK A3.1 B-7 BUILDING FRONT & REAR ELEVATIONS The owner Shall assume no res onsibilit for the condition of the g existin BRICK CONCRETE A3.213-7 BUILDING SIDE ELEVATIONS site, and its content,, at the time of bidding or, thereafter. A3.1 UW -R WILLOW ELEVATIONS -LOT 132 Periods only used on one word abbreviations, if the abbreviation VI TI is a different word by itself; e.g. ARCHrovici , BIT., and LAM. -i. The general contractor shall field verify all existing site conditions, along with dimensions, prior to the start of any portion of the work. A11 findings,BSB A3.1 UR -R A3.1 UR -R REDWOOD ELEVATIONS -LOT 133 REDWOOD ELEVATIONS - LOT 134 dl5crepancle5 be brought to the, in Periods are usually used when abbreviat(n multiple , word unless they and concerns shall owners attention written Format. are very common wlthout periods; e.g. AF , HVAC, R/A, and WWF. A3.1 UB -R BIRCH - A ELEVATIONS - LOT 135 A3.1 UR -L REDWOOD ELEVATIONS - LOT 136 b. b. The general contractor, Shall be re5pon5lble for all work and materials AB. A ABV ANCHOR BOLT A13OVE F FA5 F.A.U. FASTEN(ER) N() W FORGED AIR UNIT PAF P P10. PARALLEL PARTICLE BOARD A3.1 UR -L REDWOOD ELEVATIONS - LOT 137 represented on these documents including the work and materials furnished A/C AIR CONDITIONING F.B. FADE BRICK PG. GONG. PPE6A57 GONGRETE by Subcontractors and vendors. SBD. OTHERS AIN(�ENA FL A3.1 UW -L WILLOW ELEVATIONS - LOT 138 AG.7 AGOUSTIGAL TILE (GLC) FL0015 DRABY IN FED PORCE AFF ABOVE FIN15H FLOOR F.E. FIRE EXTINGUISHER PERI PERIMETER "I. Deviations from these documents in the construction phase shall be A.D. AREA DRAIN F.F. FIN15H FLOOR (LINE) PKG PARKING A3.313-7 BUILDING ROOF PLAN reviewed by the orchiteGt and the Owner prior, to the start Of work in ADD ADDENDUM F.G. FIXED GLA55 PL PLATE (HEIGHT) question. Any deviations from these documents without prior review, shall be ADH AOJ APHE51VE ADJU5TAELE FGL FIN FIBERGLASS FINISH P.LAM. PLA5 PLA5FIG LAMINATE PLA5fER the Sole responsibility of the general contractor. P y g AGG AGGREGATE FLG FLASHING PNL PANEL A5.1 UW -R INTERIOR ELEVATIONS - WILLOW - LOT 132 A.H.U. AIR HANDLING UNIT FLR FLOOR(ING) PNT PAINT(UP) ALT ALTERNATE FLUB FLUORESCENT (LIGHT) PR PAIR. (OF) A5.1 UR -R INTERIOR ELEVATIONS - REDWOOD - L OT133 10. It i5 the sole responsibility Of the general contractor to determine erection ALUM ALUMINUM FN FENCE PREFAB WEFABRIGATED procedure, means and methods and se Uence Of construction. P q A.P. AGGE55 PANEL FNO FOUNDATION t 5F POUND5 PER 50ARE FOOT A5.1 UR -R INTERIOR ELEVATIONS - REDWOOD - LOT 134 APX ARCH. APPROXIMATE ARGHITEGT(URAL) FFP FACE EPPROOF PPLI PARALLE STRAtJAPE INCH D LUM13ER A5.1 UB -L INTERIOR ELEVATIONS - BIRCH - LOT 135 II. Theenerol contractor 15 responsible to produce and Comply with an g P P P A5PH ASPHALT FPHB FREEZE PROOF HOSE BIBB PfN PARTITION A5.1 UR -L INTERIOR ELEVATIONS - REDWOOD - LOT 136 approved Construction schedule acceptable to the owners expectations. A.T. AUTO. ASPHALT TILE AUTOMATIC FPL FR FIREPLACE FPAME(D)(ING) P.T. r -v PRE513UPE TREATED (HOOD) PAVE(U) OR PAVING A5.1 UR -I INTERIOR ELEVATIONS -REDWOOD -LOT 137 AVG AVERAGE F5 FULL 51ZE PVC, POLYVINYL CHLORIDE (PIPE) 12. The owner Shall furnish any and all reports received from the ycotechnical AMC) AWNING FTG FOOTING PVMT PAVEMENT A5.1 UW -I INTERIOR ELEVATIONS -WILLOW -LOT 138 enclineer (5011 reports), on the study of the proposed site, to the architect, R 1336 36" WIDE BASE GAB. FUR FURPED(ING) PWD PLYWOOD structural engineer and general contractor. In the event the geoteGhrkal B BD BF BOAPD BI -FOLD (DOOR) G GA G.B. GAUGE GYPSUM (WALL) BOARD O.T. OJARRY TILE A5.2 U W- R SECTIONS - WILLOW - LOT 132 reports do not exist, the soil condition Shall be assumed to be a rninlmum BIT. BITUMINOU5 G.G. GENERAL CONTRACTOR R RISER (ON STAIRS) design Soil pressure stated by the structural engineer of record for the BLKG BLOGKING GO GRADE OR GRADING R R/A RETURN AIR A5.2U R -R SECTIONS - REDWOOD - LOT 133 o5e OF Structural design. General contractor shall assure the soil Pur P g BLDG BLK BUILDING BLOCK (GNUS) G.D.O. GFI GARAGE OPENER GROUND FAAULTULT INTERRUPTER R.B. RUBBER BASE A5.2UR-R SECTIONS - REDWOOD - LOT 134 conditions rneet or exceed this criteria. BLKG BLOGKING GL 6LA55 OR GLAZING PAD RBL PADIII`� RUBBLE A5.2UB-L SECTIONS - BIRCH - LOT 135 BM BEAM GL.BK. 6LA55 BLOCK RD, ROOF DRAIN 13. Shop dr•aWiriq reVieW and distribution, along With product 5ubmittal5, B.M. BP BENCH MARK BI-PA55 (DOOR) G.I. GT GALVANIZED IRON GROUT REF OR PFFR RE0 REFRIGERATOR PEOUIRED A5.2UR-L SECTIONS -REDWOOD -LOT 136 requested in the Construction documents, shall be the sole responsibility of 13RO 13EARING RES RESILIENT A5.2UR-L SECTIONS - REDWOOD - LOT 137 the general Contractor, unless directed otherwise under a Separate BPK 8.5. BRICK BOTH SIDES L.1 H 42"H HB 42" HIGH (WALL) H05E BIBB REV PEINF RFVISION(5), REVISED PFINFORCEIXIHG) A522UW-L SECTIONS - WILLOW - LOT 138 agreement. B5MT BASEMENT H.G. HOLLOW GORE RFG ROOFING BTM OR BOT 130TTOM HO HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX 14. The architect Shall riot accept, or review any request for Shop drawing BTWN BVL BETWEEN BEVELED H.D. HDR HEAT DETECTOR OR HEAVY DUTY HEADER PIG FAILING ELECTRICAL reVieW and / or, Stamp Without the review and 5tornp OF the general B.W. BOTH WAYS HDW HARDWARE R$M RM RANGE W/ MICROWAVE ROOM Contro(tor clearly shown On the doGUment5. GAB CABINET HOT H.M. HEIGHT HOLLOW METAL R.O. R.O.W. ROUGH OPENING RIGHT OF WAY E2.1 UW -R ELECTRICAL PLANS - WILLOW - LOT 132 G.B. GEM CATCH 13A51N CEMENT HORZ HORIZONTAL R/S OR Rds POD AND 51IELI=(5) 15. The garage shall be separated from the residence and Its attic area by HR HOUR F_2.1 UR -R ELECTRICAL PLANS - REDWOOD - LOT 133 not less than 1/2" gypsum board applied to the garage side. (In accordance GERH.R. GF CERAMIC CUBIC FOOT H5 HALF ROUND (WINDOW), HORIZONTAL SLIDER S SGH SOLID GORE (DOOR) 5GHEDULE E2.1 UR -R ELECTRICAL PLANS - REDWOOD - LOT 134 with Section 8302.(q of the 2010 FBG-Re5ldential) G.F.O. CEILING FIXTURE OUTLET HTG HEATING 5D SMOi`E DEIEGIOP GHAM CHAMFER HVAC HEATING/VENTILATINWAIRGOND. SEG 5E6TION E2.1 UB -R ELECTRICAL PLANS - BIRCH - A - LOT 135 16. A garage beneath habitable rooms shall be separated by not less than G.I. G.I.P. GONG. GA5T IRON GA5T-IN-PLACE GONG. HWD HARDWOOD (FLOORS) S.F. SF.GL. SOUARE FEET 5AFETY GLASS FP.1 U R -L ELECTRICAL PLANS - REDWOOD - LOT 136 5/8", Type X gypsum board. (In accordance with Section 8302.6 of theGIRD GIRGUMFERENGE GIRCLE 113. LD. IRO IN NG E30ARDR 5.0.U. GLIDING GLA55 DOOR E2.1 UR -L ELECTRICAL PLANS - REDWOOD - LOT 137 FBG -Residential) G.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SH SHT ANGLE HUNG OR. 5HELF(V1NG) (DRAWING) SHEET E�.1 UW -1 ELECTRICAL PLANS -WILLOW -LOT 138 GK cALK(ING) CAULKING) I.M. INSULATED METAL "511 51MILA NG GL GLO5ET OR CENTER LINE INS OR INSUL IN%LATED(TION) 51M 5R LAYLIGHT GLG GLR GEILING GLFAR(ANGE) INT INTERIOR 5KL SKK SIDELIGHT OR SLEEVE DETAILS GL5 CLOSURE OR CLOSER (DOOR)SL 5NT SEALANT GM CENTIMETER(5) J JT JOINT 5PAGER D 1 .1 STAIR DETAILS GMU G.O. CONCRETE MASONRY UNIT GA5ED OPENING KO KNOCKDOWN (CEILING) SPEC, MPEG AUDIO IGAEAKE (AUDIO) SPEAT:ER(5) D1.2 WALL DETAILS (FIBERGLASS SHINGLES) coL COMB COLUMN COMBINATION KIT KO KITCHEN KNOCKOUT «'J'. STAINLESS 5"FEEL GONG GONGRETE KPL KIGKPLATE (ON DOOR) 5TO STD 5fG OR 5f0 �TAND GE STORAGE GOND (AG) CONDENSER K/5 KNEE SPACE STI EL GGI GONT CONSTRUCTION CONTINUOUS LAM. LAMINATE(P) QTR cTEEL )IRUGTURAL GONTR CONTRACTOR L LAV LAVATORY (SINK) l)5 OUARE SUSPENDED SUSPEN GORR CORRUGATED L.B.O. LOCATION BY OTHERS 5�AR GFR COPPER LIV LIVING G OR GPT GR5 CARPET GOURSES) L.L. LIVE LOAD T T TPEAD (AT 5TAIR5) OR iILE G5MT CASEMENT L.P. L5L LAMINATED PLASTIC LAMINATED STRAND LUMBER T.B. T.B.D. TOWEL BAR 7o BE DETERMINED G.5T. GA5T STONE LT LIGHT TG TERRA GOTTA G.T. CERAMIC TILE L.T. LAUNDRY TUB T.G.J. 'TROWELED GONFROL JOINT GTR CENTER OR COUNTER LTL LINTEL TEMP. IEMPEPED (( LA%) GY GUBIG YARD L.V. LOW VOLTAGE TEL TONGUE k GROOVE ® 12"D 12" DEEP LVL LAMINATED VENEER LUMBER LOUVER TEL THP" TELEPHONErNE5 TH D DRYER, OR DRAIN THPLVR THRESHOLD THRESHOLD DDL DECO DOUBLE DECORATIVE M M MAX METER(5) MAXIMUM O.6. 7O.F TOP OF GONGREIE PEM DEMOLISH, DEMOLITION MA5 MASONRY 7O� M T.O.M. ON 70P OF MASONRY TOP OF MA_ ONF:Y DEP DET DEPRESSED DETAIL MATL MG MATERIAL MEDICINE CABINET T.O.N. 7R OR TRP TOPWINDOW TRANSSOM OI U D.F. OH DRINKING FOUNTAIN DOUBLE HUNG MEGH MFR. MECHANICAL MANUFACTURER TP TOILET PAPPERER HOLDER DIA OR DIAM DIAMETER MH MANHOLE N TfP TELEVISION OUTLET OR LOCATION TYPICAL DIM DIMENSION MIN MINIMUM D.L. DEAD LOAD MIR MIRROR UG UNDERGUi(DOOP) ON DOWN (5TAIR5) M15G M15GELLANEOU5 U UNF UNFIN15HEU D.P. DAMP -PROOFING MLD MOULDING U.N.O. UNLESS NOTED 0T11EPY115E OR DOOR MM MILLIMETER DRY DRYER MACHINE MMB MEMBRANE VB VANITY BASE D5 0/5 DOWN5POUT DRAWER STACK (CABINET) M.O. MOD MA50NRY OPENING MODULAR V V.B. VAPOR BARRIFR D.T. DRAIN TILE MRB MARBLE VER VEPI 36" WIDE VANITY BASE VERTICAL DTL DETAIL MTL METAL VIN (SHEET) VINYL 0115H NI 5TER MT MOUNTED(ING) V.S. VEGETABLE SINK DWON G MULL MULLION OR MULLED V.T. VINYL TILE DNR DRAWER EA EACH A' 1 V WA N.I.G. NOT APPLICABLE NOT IN CONTRACT W3630 w 36"W X 3011 WALL GAB E EB EYEBROW (FLAT ARG") NL NAILABLE W WIDE OR WAST IING MACHINE E.F. EACH FACENOM NOMINAL WG WD WATER CLOSET WOOD E.J. EXPANSION JOINT N.T.5. NOT TO SCALE WF WIDE FLANGE (51EEL BEAM) EL ELEVATION N.G.YD. NAT. GEODETIC VERTICAL DATUM WH WATER HEATER ELEG E.P. ELEGTRIG(AL) ELEGTRIGAL PANEL O OA OVERALL W.H. WALL HUNG EO EQUAL OBS OBSCURE (GLA55) WI WROUGHT IRON EST ESTIMATE O.G. O.GAB. ON CENTER OVERHEAD GABINEr WIG WIN WALK-IN CLOSET WINDOW E.W.G. EXG ELEGTRIG WATER COOLER EX15TINO O.D. OUTSIDE DIAMETER W/ W/O WITH OR WNHOUT EX" EXHAUST O.G.D. OVERHEAD GARAGE DOOR WP WATEPPROOF(ING) EXT EXTERIOR OH OVERHEAD W.R. WAiER RE515TANT OPNG OPENING W.5. WATER SOFTENER OPT OPTIONAL W56T WAIN5GOT 050 ORIENTED 5TRANO BOARD H.T.W. WALL TO WALL WWF WELDED WIRE FABRIC RF( 011) C"OP�Y REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SQUARE FOOTAGES BIRCH - PLAN 1832 - ALTERNATE - PLAN 1943 - ALTERNATE MAIN FLOOR b24 UPPER FLOOR Clq<� OTAL 187_7 rvARAGE 251 PORCH 1I LANAI 102 5 OTAL 2251 SAt,41FORD BUILDING DIV1,1310N A PERMIT 19SUED Si IALL BE CONSTRUED 10 BE A LICENSE TO PROCEED WI TH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT TNF BUILDING OFFICIAL FROM THEREAFTER REOUiRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF PHIS CODE COMPACTION TEST REQUIRED Reslrlts to be Verifled at Slab Inspection #'16-2137 #16-2138 # 1 6- 2 1 3 9 #1-2140 V15-2141 1 y2 4 r #16 - 2 1 43 SQUARE FOOTAGES REDWOOD - PLAN 1943 - ALTERNATE MAIN FLOOR bq4 UPPER FLOOR 1031 5IJ13TOTAL iq33 GARAGE 24q PORCH 36 LANAI 102 5 OTA 2320 SQUARE FOOTAGES WILLOW - PLAN 2059 - ALTERNATE MAIN FLOOR 770 UPPER FLOOR 12qE3 OTAL 2063 GARAGE 45b PORE I -I ci LANAI 1�13 5 OTA. 762 "d'd�V1Syl;l:�t� yl Ihl' f 'lf I v O 'AA v -ve CJ CV ��>ttt1l 5 t` 4- if�- � r- LO (::D 0 q r -- X37 o -t> CO (0 �9 __j � c>_,a I''c3o oN� 6 .. w K" FM!-0 0 ZOJ W F LU LU 7)in a,a „sw� U) I v 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 COVER SHEET SHEET INDEX, GENEP.AL NOTE5, SYMBOLS & ABBREVIATIONS LOT 133-132 O 'AA v -ve CJ CV ��>ttt1l 5 t` 4- if�- � r- LO (::D 0 q r -- X37 CO (0 �9 __j � II 6 .. w FM!-0 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 COVER SHEET SHEET INDEX, GENEP.AL NOTE5, SYMBOLS & ABBREVIATIONS LOT 133-132 m c'% �L GOMMONNALL I C CL GOMMONNALL GOMMONNALL151811 GOMMONNALL L GOMMONNALL L GOMMONNALL I I II 7 -2 1 11 ! 201-011 I 1(91-101,� I I 11 5 -2 I 11 16 -10 11 j 8 j I 11 161-1011 I 11 51-2" j j I 11 161-101, I I � -18' I 11 16 -10 I ! 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I l I 1 I 111 IIII 1 ' � I I,II IIII ' ' � ii I 1 _) I I C� I IIII j j11 I IiI I I I I 11 1 �� 1 Ill 111' I II I L � 1 I I Illi III IiI 111 I I I 'I I t' `� I I I I I 'l1 l I,I 1 I I Ill I,I I I 1'I O 1 111 1111 I I 111' I 111 r- 1'111 J 1 O , 1 0 I W �_____________ 7 I r-1 111 111 ill IJ L_ I I I O 111 41 I ',l I I 1 O II 4 I m� 11 J I I'1 III1 j I I Cf) _811�-2 I I I I 1L2 ✓_81V2 O _ Cts - [; i lll L i C; II-l0 1 j �� _1 Cf) /' -0113 CVp '-V ij �I _ Ch j I I 12'-21�-L" Cip 51-811 IjI " `'-i 11 j I I �`l -e)ll j I I I I 154'-8" I I I I I LOT 133 WILLOW w L GOMMONNALL ELEVATION = +0'-0" LOT 137 REDWOOD - L GOMMONNALL ELEVATION = +0'-0" LOT 136 REDWOOD - L GOMMONNALL ELEVATION = +O'—O" LOT 135 BIRCH - A - R ELEVATION = +O'—O" iGE LOT 134 i LOT 133 i GOMMONNALL REDWOOD - R GOMMONNALL REDWOOD - R GOMMONNALL ELEVATION = +O'—O" ELEVATION L FO'—O" O 41 8' 16' in now I/8" = 1'-0" AT 22x34 I/16" = 1'-0" AT Ilxl-1 LOT 132 WILLOW - R ELEVATION = +0'-0" gp C) KI 11 of r,+�pp'li u"!�ui[a, r✓:II �1 i w11r.;'C�:x immm Ui U)Fwm LJ w U) e r.1.9 C'J C,* (U ddilf/ff`'�� LL. s R - N. N2 e L� www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5LAB PLAN a a i- 0 a< J LOT 188-132 CY) ---� N II� O O Qy O r 2 www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5LAB PLAN a a i- 0 a< J LOT 188-132 CE GOMMONWALL 22'-4" 15'-2" { 2 1 — -0' 5'-10" AIG PAD - 51ZE 8 LOCATION V.IF. I r L �I II r ----- ---- ----- I II I LL II I — II II I III I II I II I II I II I II I II I �I I II I III I - I II I- II II II � 2 � I I I o tX II I U-) DW-_. II I II I II I II I -0'-3 112" II I I II II fi II r 1 I p 3 112" CONCRETE 5LAB (PER 5TRUGTURAL) OVER 6 -MIL. VAPOR I BARRIER OVER GLEAN GOMPAGTED I SOIL. BUILDER TO PROVIDE I TERMITIGIDE TREATMENT TO 36" MIN. ABOVE FIN15H FLOOR I II I II I II I II I II I II I II I II I O'-0" = II =, II - I rl I II II I II II L- II II I -O'- 1/2" II II I i i O' -O" , :/ -- J I SLOPE I/b" IL------ ----------, I r_ PERF OT II II I II II I u 7'-OO/2" 21-611 10'- 12" - - - - 4" --- - PROVIDE LINE O � ��x6o �- FOR IGEMAKER if I I I x/ DW SINK W/ 015P. REF. �I II Li m =cv RANGE c -- I I O o I r O'-0" O v i W.H. I� ------------ p 11 -0'-5 1/2=cv � n 142"[ 2-I" H.B. r- 5LAB GUT OUT 41-211 16'-011 2'-211 1� 22'-411 _ SlabPlan- 0 2' 4' ' CE 1 GOMMONWALL 1/4" = 1'-0" AT 22x34 I1b" = 1'-0" AT IIA -1 tr- ti- Elevation - TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (5T'YLE VARIES, PER GOMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIG CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING I>RAWINGS, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK.5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.-1 50. FT. WITH MIN. DIMENSION OF 24" IN HE16HT AND 20" IN WIDTH; SILL I -{EI( IT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD TIEIGHT: 6'-0" A.F.F @ �{'-4" PLATE HEI( -7I -IT (U.N.0) -f'-O" A.F.F © 6'-1" PLATE HEIGTIT (U.N.O.) E. ELECTRICAL, ALL ELECTRICAL AND MECHANICAL EOUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST- FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL GORE. TI. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF CMU OR 5 TUD5 UNI_E55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. FOUNDATION NOTES I. 1 RUGTURAL FOUNDATION PLANS SHALL BE BY OTHERS. 5EE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMERGENGY EGRESS: WINDOW5 SHALL COMPLY WITH GOVERNING FIRE 8 BUILDING GODE5. MAXIMUM 51LL HEI6f IT OF E6RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMEN510115 OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT E6RE55 WINDOWS. 5. DROP IOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 7. LINE OF STOOP ABOVE. D. HANDRAIL {. N\A 10. NW II. N\A 12. N\A 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN P. BEAM POCKET 18, LINE OF 5LAB ABOVE. la. PROVIDE MIN. 1/2" GYPSUM BOARD ON WALLS, UNDER STAIR SURFACE, AND ON SOFFITS OF ENCLOSED AGGE551BLE 5PAGE UNDER 5TAIRS. a uh'Iil' J (-0 O O Y) '41/ , d//1 www LO � � w 1{lrxrtgi`� O U7 aj r L0 = Z J nZe 1 � � w Z �w o U U% F •t Lu L11 rr `Lij" UtL vy, d ev Lt. S DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 777 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SLAB PLAN F,vll "111('NALTERNATE ELEVATION WILLOW - RIG{IT 'j,A�1� Lot 132 Willow - Plea 2059 O O Y) '41/ , d//1 LO LL O O U7 aj r L0 _ CZ O S DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 777 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SLAB PLAN F,vll "111('NALTERNATE ELEVATION WILLOW - RIG{IT 'j,A�1� Lot 132 Willow - Plea 2059 CL GOMMONNALL m c0 I— �O � O oLu 221-0" A/C PAD - 51ZE 3 LOCATION V.IF. H.B. -0'-3 1/211 r---------- ---------------- Q1-Q" II II II II II II II II II II III II II II II II I3 1/2" CONCRETE SLAB (PER TRUGTURAL) OVER 6 -MIL. VAPOR ARRIER OVER GLEAN COMPACTED IL BUILDER TO PROVIDE ERMITIGIDE TREATMENT TO 3611 MIN. ROVE FINISH FLOOR I I I Ti II � II � II II II 01-0" II II II II II II II II II II II II II II II 21-611 O r �t L --- I L 10'-83/4° L ---- 0 L --- �� DN SINK N/ D15P. CL GOMMONNALL 4'-10" K411 1111 V - 11 ----------," II II II I II II Q II � II � II I II I III I II I II I II I J I I II II II II II I II II II II II II I II II II II n II II II II III II II II II 1 r- --------4 1 j1 II II III II II II II j1 II II II II j1 II III —J II 11 � II II III II II II II II � II E----- I II II II 111 � II ------4 1 II O � � m� O l.L GOMMONNALL _I -O'- 1/211 I = W.H.LLI0- LL CV Q I PE I '-14' I I I I - I I �; I i = i I I N. I I I H.B. i 5LAB rUT OUT 21-211 221-011 dJ v I OVIDE LINE111 1 1 IGEMAKER II II II II II II PEE. I II II II II II II II -----J I II II II II II II II II II I 5Y2" �I -($�_ of -O'1 0 I v QO pp�� I b i-011 21-21' lab Plan 121-411 O 21 41 V 1 1/4" = 1'-0" AT 2204 B II I/b" = 1'-0" AT IIxH I gw& (L Alternate ElevativCOMMONNALLn TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONS TPUC TION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE R GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR 1015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, CONCRETE 5LAB OVER VAPOR BARRIER, REFER TO STRUCTURAL EN61NEERING DRANIN65, TYP. WINDOWS: A. ALL NINDON5 SHALL COMPLY KITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. NINDON SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5A 50. FT. KITH MIN. DIMEN51ON OF 24" IN HE16HT AND 2011 IN HIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: W -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ b' -I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FINISH I115TALL 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 UNLESS OTHERN15E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERHI5E NOTED. FOUNDATION NOTES I. 5TRU6TURAL FOUNDATION PLAN5 5FIALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, 5TEEL BEAM, WOOD P05T SIZES, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY E6RE55: NINDON5 5HALL COMPLY WITH GOVERNING FIRE 8 BUILDIN6 CODES. MAXIMUM SILL HE16HT OF E6RE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW HELL A5 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF HELL 5HALL BE 36"06" MINIMUM N/ LADDER AT EGRESS WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. -I. LINE OF STOOP ABOVE. b. HANDRAIL q. NSA 10. NSA 11. NSA 12. NSA 13. OPTIONAL 5 WIRE 51-IELF LINEN 14. OPTIONAL HIRE 5HELVIN6 PER BUILDER 5PEG. 15, OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POCKET Ib. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON NALL5, UNDER STAIR SURFACE, AND ON 5OFFIT5 OF ENGLO5ED ACCESSIBLE SPACE UNDER STAIRS. r L �I 6t,y C}9 1 _Jt � 'krt21 �,eq`,011IIff!!r` �r 9 Lu (r n .c-.( 71, AdWI LO O Ct3 l•� 67 Ammmid :Z) —1 C� Cal _ Cr'7 C9 70 ® cz > LO N_ a WWW.bsbdC51Cgn.CORI 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGH: JD DRAWN: ST CHECKED: JD 5LAB PLAN ALTERNATE ELEVATION REDWOOD - R16HT SALNFF^,,D ��..ot 133 �. Redwood - Plan 1943 U I to ruip", r Y U V1 L � 1 cd o Z O � F�1 W > U4' w Lu dULL U Yv LL U r L �I 6t,y C}9 1 _Jt � 'krt21 �,eq`,011IIff!!r` �r 9 Lu (r n .c-.( 71, AdWI LO O Ct3 l•� 67 Ammmid :Z) —1 C� Cal _ Cr'7 C9 70 ® cz > LO N_ a WWW.bsbdC51Cgn.CORI 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGH: JD DRAWN: ST CHECKED: JD 5LAB PLAN ALTERNATE ELEVATION REDWOOD - R16HT SALNFF^,,D ��..ot 133 �. Redwood - Plan 1943 U I to ruip", GOMMONWALL as 22'-0" A/G PAD - 51ZE 4 LOCATION V.IF. H.B. COMMONWALL 4'-10" I g.. I y �0 0 LU �n cz -0'-5 1/2 ti I r-- ------------------------------ O-0" II II II I II II II II II II II II II II II II II II 1/2" GONGRETE 5LAB (PER TRUGTURAL) OVER 6 -MIL. VAPOR I ARRIER OVER GLEAN GOMPAGTED OIL. BUILDER TO PROVIDE ERMITIGIDE TREATMENT TO 36" MIN. ROVE FINISH FLOOR II II � I I CV II II II II II II II II II II II II II II II II I 'I 2'-6" L_ -- IO' -x'314 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I' II II II II II II II II II II II II II II E II I II II II ii ROVIDE LINE - FOR IGEMAKER ii � II i II O ------------ 2-x.T qA]i REF. v- A II DW SINK W/ DISP. II II i III � III ii RANGE II O O II II 1191 Itl 0 0 II III IHI I11 \J II II IrII --------- —--------- L --------- -1011 -10" 1'-1011 I II'-�2" 5Y2 II I I L-A 1: I " II *-0'- 1/2 11-011 ----r II ii cv i - `gip III m LU CV I II I II I I I III L I _ I �E O III 0'-0" L_� I l i - -0'-3 I/2"_ O s O W. . I m D- 011 H- ------ O - II I — I I o 5LAB Wr OUT — . 0'-0" II I LiN I I I I 2'-211 P 1-0" 2'-2II Slab Pian- (91-011 3'-8" 12'-4" o 21 4 � 1/4" = 1'-0" AT 2204 22'-0" Ilb" = 1'-0" AT IIx17 IL Altel"nate EI GOMMONWALL GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRU6TION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER (,OMMUNrTY SPEG5) OVER ROOF 51-IEATHINC) AND ROOF FRAMING PER 1 RUGTUF:AL. B. TYPICAL FRAME FLOOR CONS TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR T RU55E5 OR FLOOR 1015T5 A5 NOTED ON 5TRUGTURAL URAWIN65. G. SLAB ON GRADE FLOOR GOND TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO rRUGTUkAL EN6INEERIN6 DR.AWIN65, TYP. WINUOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5 ANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRE55 OPENING OF 5.-150. FT. WITH MIN. DIMENSION OF 24" IN HEI61-N" AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: b' -O" A.F.F @ �'-4" PLATE HEIGHT (U.N.O.) 7'-O" A.F.F © 8'-I" PLATE I-IEIGH'I (U.N.O.) E. ELEGTRIGAL:_ ALL EL EGTRIGAL AND MEGHANIGAL EQUIPMENT i METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FAGS OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. M. ALL A116LEU PARTITION5 ARE 45 DE6REE5 UNLE55 OTIIERN15F NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLANS 5HALL BE BY OTHERS. SEE 5TRUGTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY EGRE55: WINDOWS SHALL COMPLY WITH 6OVERNIN6 FIRE 4 13UILDIN6 CODES. MAXIMUM SILL HEIGHT OF EGRE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 SPEGIFIED BY BUILDER. GLEAR 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. 1. LINE OF STOOP ABOVE. b. HANDRAIL ci. NW 10. NSA II. NSA 12. NSA 13. OPHONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1-1. BEAM POCKET IY. LINE OF SLAB ABOVE. 1q. PROVIDE MIN. I/2" GYPSUM BOARD ON WALLS, UNDER STAIR 5URFAGE, AND ON SOFFITS OF ENGL05ED AGGE551BLE SPACE UNDER STAIRS. co Lel c; , .- Z�w o � IT a Awa C? U) F) Co z C) U 0 �i LU Nom �n U)wG O �, qr- os (D Q) r- a (- LO CD c4 L G7 Arqrmw C) LO www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MR: JD DRAWN: ST CHECKED: JD SLAB PLAN t% ALTERNATE ELEVATION C REDWOOD - RIGHT 5q,vr U�;U Lot 134 Redwood - Plan 1943 r Lel c; , o � IT a O �, qr- os (D Q) r- a (- LO CD c4 L G7 Arqrmw C) LO www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MR: JD DRAWN: ST CHECKED: JD SLAB PLAN t% ALTERNATE ELEVATION C REDWOOD - RIGHT 5q,vr U�;U Lot 134 Redwood - Plan 1943 r 0 I 0 GOMMONWALL 22'-0" I A/C PAD - 51ZE i$ LOCATION V.IF. I H.B. O �O �o O Q� `n > -0'-3 1/2" IIII II ---------I '-2"11 ----------- I _ o -o n 3 (_L GOMMONWALL 41-1011 Ell 1/2" CONCRETE SLAB (PER q'-5>%2" L J 5TRUGTURAL) OVER 6 -MIL. VAPOR gl_Q3/411 334" BARRIER OVER GLEAN GOMPAGTED cn SOIL. BUILDER TO PROVIDE TERMITIGIDE TREATMENT TO 36" MIN. O U) ABOVE FINISH FLOOR 4j (_L GOMMONWALL 41-1011 Ell CL GOMMONWALL 10'-2" LJ 22'-0" bI 011 III -1011 Slab P1 n O 2' 4' P' I� 1/4" = 1'-0" AT 2204 m 111111 IN` = 1'-0" AT IIxl7 I Altvv-wnate Ele L GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPE65) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRU(_,TURAL DRAWINGS, G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING PRAWIN65, 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.� 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: V -O" A.F.F © q'-4" PLATE HEI(--.,1-I-F (U.N.O.) T -O" A.F.F © b' -I" PLATE HEI( -)HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EOUIPMEN 14 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GoNDI I-ION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK. DRAFT DAMPERS @ DRYER VENT, HOOD VENT, R EXI-IAU5r FANS. 6. 6EMENTITIOU5 FINISH INSTALL PER LOCAL. CODE. 1.1. DIMENSIONS 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 UNLESS OTHERWISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD POST SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3, EMERGENCY E6RE55: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF EGRESS WINDOW SHALL N(>I BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"06" MINIMUM W/ LADDER AT EGRESS WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. I. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. N A II. NSA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1-1. BEAM POCKET 1b. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. I/2" GYPSUM BOARD ON WALLS, UNDER STAIR SURFACE, AND ON SOFFITS OF ENGL05ED AGGE55113LE SPACE UNDER STAIRS. (D 0 Q Cf) z O cn LU IDL w�= q'-5>%2" L J m <Y gl_Q3/411 334" 21 611 U) 4j O LO �I --- co PROVIDE LINE II LL ___ OR IGEMAKER O �U O �XEW�C�L r 2E a - I -- FREF. I DW SINK W/ DISP. I II—� I II ii ---- _ RANGE n I I T------------ 1 I CJ 0 II II P � _ II II L II II I I - 0 O it II I II 11 I II IL-------- -__ L ---------- II 5'-10' I 2'-3" II `�2 _ 5211 II II =N � II II n II -0'-5 2" i� I I II II 1j II 1 _ - u� I 11 L1'-2"ALC= I i 1'4' I I I II I I I H. (N. � I I I r1 I I II 1 311 II L 8'-I" L------ - II II - I - ? v I II I \ ua I I N II II I I (1) D_ I I III II I I j I ACV �I I ' II I I II LA III I I j Q1 Q.1 I 01-011 �I L-- ---------- L I \� I O O - o .� -0'-3 1/2" SLAB GUI OUT — O'-01 I o O w I '- I 0.11 bITT 211 CL GOMMONWALL 10'-2" LJ 22'-0" bI 011 III -1011 Slab P1 n O 2' 4' P' I� 1/4" = 1'-0" AT 2204 m 111111 IN` = 1'-0" AT IIxl7 I Altvv-wnate Ele L GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPE65) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRU(_,TURAL DRAWINGS, G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING PRAWIN65, 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.� 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: V -O" A.F.F © q'-4" PLATE HEI(--.,1-I-F (U.N.O.) T -O" A.F.F © b' -I" PLATE HEI( -)HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EOUIPMEN 14 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GoNDI I-ION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK. DRAFT DAMPERS @ DRYER VENT, HOOD VENT, R EXI-IAU5r FANS. 6. 6EMENTITIOU5 FINISH INSTALL PER LOCAL. CODE. 1.1. DIMENSIONS 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 UNLESS OTHERWISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD POST SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3, EMERGENCY E6RE55: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF EGRESS WINDOW SHALL N(>I BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"06" MINIMUM W/ LADDER AT EGRESS WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. I. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. N A II. NSA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1-1. BEAM POCKET 1b. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. I/2" GYPSUM BOARD ON WALLS, UNDER STAIR SURFACE, AND ON SOFFITS OF ENGL05ED AGGE55113LE SPACE UNDER STAIRS. (D 0 Q Cf) z O cn LU IDL w�= 0 L J m <Y I CL GOMMONWALL 10'-2" LJ 22'-0" bI 011 III -1011 Slab P1 n O 2' 4' P' I� 1/4" = 1'-0" AT 2204 m 111111 IN` = 1'-0" AT IIxl7 I Altvv-wnate Ele L GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPE65) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRU(_,TURAL DRAWINGS, G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING PRAWIN65, 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.� 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: V -O" A.F.F © q'-4" PLATE HEI(--.,1-I-F (U.N.O.) T -O" A.F.F © b' -I" PLATE HEI( -)HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EOUIPMEN 14 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GoNDI I-ION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK. DRAFT DAMPERS @ DRYER VENT, HOOD VENT, R EXI-IAU5r FANS. 6. 6EMENTITIOU5 FINISH INSTALL PER LOCAL. CODE. 1.1. DIMENSIONS 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 UNLESS OTHERWISE NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD POST SIZES, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3, EMERGENCY E6RE55: WINDOWS SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF EGRESS WINDOW SHALL N(>I BE MORE THAN 44" A.F.F. 4. WINDOW WELL AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"06" MINIMUM W/ LADDER AT EGRESS WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. I. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. N A II. NSA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1-1. BEAM POCKET 1b. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. I/2" GYPSUM BOARD ON WALLS, UNDER STAIR SURFACE, AND ON SOFFITS OF ENGL05ED AGGE55113LE SPACE UNDER STAIRS. (D 0 Q Cf) z O cn LU IDL w�= e Z a BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 10 Z 0 _j I 0911119l111� `��AwogM1S r.�✓..a.� JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SLAB PLAN Q, 7. ALTERNATE ELEVATION Ie' BIRCH - RIGHT SA/Av1poiI,_� Lot 135 Birch - Plan 1332 U) 4j O LO --- co LL O �U O FL'M r 2E a - e Z a BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 10 Z 0 _j I 0911119l111� `��AwogM1S r.�✓..a.� JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SLAB PLAN Q, 7. ALTERNATE ELEVATION Ie' BIRCH - RIGHT SA/Av1poiI,_� Lot 135 Birch - Plan 1332 GOMMONHALL 4'-10" I �- 1 r. - - - - - - - - II II II - II II O II , II � II II II F I I I II II II r--------] II II II II II II II II I I ---- J II II II II II II II II II rl II II II II L----------- II II ---------- II II II II i I II II II II II II = II II II II II II II II II II II II II II II II II II �F--- II II J II II �33�411 - II I`-- Ell 21-211 I COMMONHALL 22'-0" 1� GOMMONHALL 211 17'-O" I A/G PAD - 51ZE 4 LOGATION V.IF. H.B. 0 0 LU CL OW_ -0'-3 1/2" `>7 a- L\\�--------------------- 0 011 3 1/2" GONGRETE SLAB (PER 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED 501L. BUILDER TO PROVIDE TERMITIGIDE TREATMENT TO 3611 MIN. ABOVE FIN15H FLOOR 50. I I 10'-8 /3 4'I 21-611 SINK N/ D15P. DH Z RANGE i I 0 0 0 I!I J L ------- ___ _J I I II' -211 -10" L] I L J 6'-[;11 U I r-- �r- '-O" II PFII LU II I II !-. om. J Q21, I I _ II F- III II OP, ii h'-113411 21O' -O" J L I 01-3 4�` 11 I 01-011 I O LLA C --- w C. C CCi U � I 5LAB G T OUT wl LO I H.B. y n, CV I 8'-O" 2'-2" I 12'-4" 31-P�" 'lab5 Plan 22'-011 21 `YIN NNW 1/4" = I' -O" AT 2204 Ilb" = 1'-0" AT IIxF1 GOMMONNALL Alternate -w- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR GONGPETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FPAMIN6 PER 5 TRU(, TUBAL. B. TYPICAL FRAME FLOOR G0115TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL DPAHING5. G. SLAB ON GRADE FLOOR GONSTPUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR DARRIER. REFER TO 5 rPUGTUPAL ENGINEERING DRAWING;, T'(P. HINDOH5: A. ALL HINDOHS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RE5. GHEGKS. D. NINDON SUPPLIER TO VERIFY A -r LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 50. FT. WITH MIN. DIMEN5ION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL {IEI611T NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGI rr: u' -O" A.F.F @ q'-411 PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ W -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UE3JEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONT RAGTOR TO VERIFY. F. HVA(,: PROVIDE BACK DRAFT DAMPE=RS @ DRYER VENT, HOOD VENT, R EXHAUST FANS. 6. CEMENTITIOUS FINI511 INSTALL PER LOCAL G ODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERNISE NOTED. FOUNDATION NOTES I. 5 rRUcrUPAL FOUNDATION PLAN5 5HALL 13E BY OTHERS. SEE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, HOOD P05T SIZES, AND DIMEN510115. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMERGENCY EGRE55: HINDOH5 511ALL COMPLY NITH GOVERNING FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS, HINDOH 5HALL NOT BE MORE THAN 44" A.F.F. 4. HINDOH HELL AS 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF HELL SHALL BE 36"x36" MINIMUM N/ LADDER AT E6RE55 HINDOH5. 5. DROP -TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 7. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. NSA II. N A 12. N A 13. OPTIONAL 5 HIRE SHELF LINEN 14. OPTIONAL HIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN I1. BEAM POCKET I8. LINE OF SLAB ABOVE. Iq. PROVIDE MIN. I/2" 6YP5UM BOARD ON HALLS, UNDER 5TAIR SURFACE, AND ON SOFFITS OF ENCLOSED AGGE551BLE 51DAGE UNDER STAIRS. W 4 iii F LU D u� Z O U) w rr c c , 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 rL/AN�Ull[)i� ALTERNATE ELEVATION REDWOOD - LEFT SAN Ori 6 Lot 136 Redwood - Plan 1943 CV C� t� - J I`-- c L1- = AIMEM9 =3 7:3 O LO Cts t - 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 rL/AN�Ull[)i� ALTERNATE ELEVATION REDWOOD - LEFT SAN Ori 6 Lot 136 Redwood - Plan 1943 i GOMMONHALL GOMMONWALL �f m__ -0 ma m4mon 22'-0" �) 2' 4' 3' 1/4" = 1'-0" AT 2204 IA -3" = 1'-0" AT IIxl 1 GOMMONWALL GOMMONWALL Alte'arnate Elevaty TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY SPEC5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FINISH FLOORING ON 3/4" TON6UE 16ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL DRAHIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAWINGS, TYP. HINDOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.1 50. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F @ q'-4" PLATE HE16HT (U.N.0) 1'-O" A.F.F @ 8'-I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT d METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENION5 ARE TO FADE OF GMU OR STUDS UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLESS OTHERHI5E NOTED. I. 5TRUCTUPAL FOUNDATION PLANS SHALL BE BY OTHERS. 5EE 5TRUCTURAL FOUNDATION AND FPAMIN6 PLANS FOR STEEL COLUMN, STEEL BEAM, HOOD POST 51ZES, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT 6,ARA6E DOOR. >. EMERGENGY E6RE55: HINDOH5 SHALL COMPLY HITH 60VERNIN6 FIRE 4 BUILDING CODES. MAXIMUM SILL HEIGHT OF EGRESS WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW HELL AS 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF HELL SHALL BE 36"x36" MINIMUM H/ LADDER AT E6RE55 HINDOH5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. NSA II. NSA 12. NSA 13. OPTIONAL 5 HIRE SHELF LINEN 14, OPTIONAL HIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16, FLOOR DRAIN 11, BEAM POCKET 18. LINE OF 5LA8 ABOVE. Iq. PROVIDE MIN. 1/2" 6YP5UM BOARD ON HALLS, UNDER STAIR SURFACE, AND ON SOFFITS OF ENGLO5ED AGGE55IBLE 5PAGE UNDER 5TAIR5. (p www T ��W 01% �W>L ' 4 v) w O e C) vi �O U) s t W U ' W was a cr Lij 0 [1 S U W il V/ F� ii 0 c 0 W CD CD N N Cll DESIGN 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: JD SLAB PLAN ,ti ALTERNATE ELEVATIO c REDWOOD - LEFT -,ANp0 1?L) Lot 137`�\ Redwood - Plan 1943 t 0 m <r - IS -(0- -0'-3 1/2" 0 22'-4" "7'-2" 151-211 5'-10" 11-011, V GOMMONWALL A/C PAD - SIZE 4 1 H.B. LOCATION V.IF. 6-� -------------------------------------- -0'-3 -- — -- -0'- 1/2" I I I it I II II I- 1 0'-0" = I I r" II 51/2" GONGRETE SLAB (PER p l l I 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED I SOIL. BUILDER TO PROVIDE 1 TERMITIGIDE TREATMENT TO 36" MIN. I ABOVE FIN15H FLOOR I II I II I II i III I II I II I II I II = 0'-0" I j II F-1 I - I II II -� II III II II II II II it II E 1/8" FOOT 1 ---- ----� I Ir -------10'-)I2" Z-61-I'-Oy2" � PROVIDE LINE --- -- 1 ---2x_6L_C_--- - I1 FOR IGEMAKER �Oo � I \^/ / i 2_x _ WR�C� v- \j REF. SINK W/ 015P. DW II III O ii 11 I 11 INCi� I I(01 1 1 1 L II -------- - RANGE -DH. -O" i i I N 0 QI I -- --------. \� 1_ LJ I I N o I II �v L_ I I 1' -II" 1'-5" 14'-10" 2'-1" 11-�/2i t 5�2" I I II I I I I I II cq O' -D" O O LLI OO Rw' I I H.B. 2'-2 SLAB GUT OUT 22'-4" * 0'-O" 4'-2" Slab Plan_ 0 4' 3' 1/4" = 1'-0" AT 2204 I/£7" = I' -O" AT IIA -1 GOMMONNALL Alternate Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN1511 FLOORING ON 5/4" "I-ONGUE 4 GROOVE FLOOR 5HEATHINE., ON FLOOR TRUSSES OR FLOOR ,1015-15 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYR WINDOW5: A. ALL WINDOWS 51 -TALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAN ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGF:E55 OPENING OF 5. f 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 HEIGI-TI: 8'-O" A.F.F co U'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F © 8'-I" PLATE HEIGHT (U.N.O.) 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, 4 EXHARf 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 FADE OF GMU OR STUDS UNLE55 OTHEP.WI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FOUNDATION NOTES 1. 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. 3. EMERGENCY E6RE55: 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 AS SPECIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE 36"x36" MINIMUM W/ LADDER AT EGRE55 WI NDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. -I. LINE OF STOOP ABOVE. b. HANDRAIL q. NVA 10. NSA 11. N A 12. NSA 13. OPTIONAL 5 WIRE 51-IELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 1-1. BEAM POGKET 18. LINE OF 5LAB ABOVE. ISI. PROVIDE MIN. I/2" GYPSUM BOARD ON WALLS, UNDER STAIR SURFACE, AND ON SOFFITS OF ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR5. w fag -14 00 00 41.4 s' W 5= .. fu Z., LL, ZT) ,,�Ataaaaaee�o. L F= '� (ZD FTN ® > LO n � d e I owuuuu BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02,114020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5LA13 PLAN e>�Irc�ti ALTERNATE ELEVATION WILLOW - LEF F . o, Lot 138 . . A LLJ Willow - Plan 2059 Z pj c? (f) -m 0 (D " �oJ u J w w3" LU� J U) ,y Www (n DLLs w fag -14 00 00 41.4 s' W 5= .. fu Z., LL, ZT) ,,�Ataaaaaee�o. L F= '� (ZD FTN ® > LO n � d e I owuuuu BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02,114020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5LA13 PLAN e>�Irc�ti ALTERNATE ELEVATION WILLOW - LEF F . o, Lot 138 . . A LLJ Willow - Plan 2059 C C S �CL.. .... q (L q LOT 138 1 LOT 137 1 LOT 136 1 LOT 135 1 LOT 134 1 LOT 133 LOT 132 WILLOW - L GOMMONNALL REDWOOD - L GOMMONNALL REDWOOD - L GOMMONNALL BIRCH - A - R GOMMONNALL REDWOOD - R GOMMONNALL REDWOOD - R GOMMONNALL WILLOW - R ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = 10'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" Main Floor Plan O 4' 8' 16' 1'-0" AT 2204 1/1611 = 1'-0" AT IIxI-1 u[my-a4va, 0 El www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02,114020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD MAIN FLOOR? PLAN - ��.�ii tai 5A1i1; Of�� LCAT 133-132 ON"L W 't tai. UV) � 0 V) Y VOA cn F 'f LLV G wr�^ LU �Uv) ) v/ fx� 6 www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02,114020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD MAIN FLOOR? PLAN - ��.�ii tai 5A1i1; Of�� LCAT 133-132 rk q ct, G, LOT 133 C1Y-LOT 137 1 LOT 136 LOT 135 LOT 134 1 LOT 133 1 LOT 132 WILLOW - L GOMMONNALL REDWOOD - L GOMMONNALL REDWOOD - L GOMMONNALL BIRCH - A - R GOMMONNALL REDWOOD - R GOMMONNALL REDWOOD - R GOMMONNALL WILLOW - R ELEVATION = +O'—O" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = 10'-0" ELEVATION = +0'-0" ELEVATION = +O'—O" O 4' 8' 16' I/8" = 1'-0" AT 22x34 I/16" = 1'-0" AT IIxH U[I mft f — a �J (D WLU) C)L O W Z q� b G / .y. T tU2d F-c�0 U �,L 2W -I O W W w � fn O UV� F < J > �s w -J cc Z LIJ '(nn (n ki. s BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safely Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD UPPER FLOOR PLAN �,uirc No-. rJ LOT 1 38-1 32 I CE COMMONNALL 22'-4" 2" 22'-2" 3'-5" 3'-8" 3'-8" 5'-10" .I'-4" 1 q GOMMONNALL L---- 12'-0" CK GOMMONNALL 10'-2" O 2' 4' 8' in I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxF1 8' SQUARE FOOTAGFS N MAIN FLOOR "1-10 cn 1283 TOTAL O GARAGE 458 PORGH q LANAI g3 OTAL 2623 0 z J Z .- 04 c z z C O N (D (f) y p U z 0 m O 10'-2" O 2' 4' 8' in I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxF1 8' SQUARE FOOTAGFS WILLOW - FLAN 2059 - ALTERNATE MAIN FLOOR "1-10 UPPER FLOOR 1283 TOTAL 2063 GARAGE 458 PORGH q LANAI g3 OTAL 2623 • •' � C% ill 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxF1 IL COMMONNALL ASSEMBLIES. A. TYPIGAL ROOF GONSTRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 51RUGTURAL. 3. TYPIGAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR: SHEATHING ON FLOOR, TR:U55E5 OR FLOOR. 1015-r5 A5 NOTED ON 5TKUCTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE 5LA8 OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. HINDON5: A. ALL HINDOH5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGK5. B. HINDON SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRE55 OPENING OF 5.� 50. FT. WITH MIN. DIMENSION 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.) T -O" A.F.F ® 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT i METERS ARE SUBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTR,AGTOR. TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS C DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. 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 OTFIEHN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERHI5E NOTED. FLOOR PLAN NOTES: THE FOLLOWING KEYNOTER REFERENCE THE 5YMBOL5 AS 5HOHN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO DE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETHEEN BALUSTERS. RAILING/HANDRAIL-5 ARE TO BE AT A,-34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOGATION5 TO DE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOGUMENT GGRR-0125 2. LINE OF OVERHEAD 6ARAr,E DOOR IN OPEN POSITION. 3. (2010 FRG 5EGTION 311) FOR STAIR RE0. 4. 5LOPE 6ARA6E FLOOR I/8" PER FOOT TONARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLAGE, A5 5PEGIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL CODES 6. 2x4 LON HALL 30"A.F.F. 1. OINK H/ GARBAGE D15P05AL 8. D15HHA5HER q. RANGE 10. GOOK TOP II. OVEN 12, REFRIGERATOR 5PACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL SINK 15. 42" X "12" GARDEN TUB 16. TILED 51IONER H/ GLA55 ENCLO5URE, PER BUILDER 5PEG. 1-1. 42"x60" TUB I8. 32" X 60" TUB/51-10HER Iq. LINEN 5HELVE5 20. HASHER SPACE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIDLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELEGTRIG HATER 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 ELEVATIONS) 2q. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. 6YP5UM BOARD LON HALL, 38" A.F.F. (U. 1,40 H/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEIGHTS i APr.FIITECTUR.AL DETAIL5 FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATION 33. HALF HALL H/ HOOD GAP OR ORrIONAL HALL H1-rH R.AILIN6 ABOVE. 34. PORGH RAIL, SEE ELEVATION. 35. 36"06" GONGRETE STOOP. 3(g. 6x8 BEAM. 3-1. OPTIONAL UPPER CABINETS. 38. OPTIONAL GABINETS. 3q. OPTIONAL COFFERED CEILING (AS NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING HALL DELON. 42. 2X4 LOH HALL 42"A.F.F. 4"3. 2X6 LON HALL_ 42" A.F.F. 44. 36"11. OPEN HOOD PAILINF,. mmuffin 45. FOR ADDITIONAL NOTES SEE GENERAL N - ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE 47. HORIZONTAL LAUNDRY CHUTE a: 48. LON HALL f42" A.F.F. 4q. GYPSUM BOARD ARCH 0 8'-O" TO F_'�'-6" w- 50. LON HALL 322" A.F.F. 51. 30" A.F.F. GOUNTER H/ DIAGONAL SUPPO 1314 HALL CLEATS, PER BUILDER 5PE6. 52. 60"X60" GARDEN TUB fj 4 to z LL I `% p e 4 w < 0 J Z .- 04 (D (f) y p U z O N Y a0� WLU F .1 rio w a3� 0�3 w 7a 7) �U) -^ FE Lo fj 4 to z LL I ' 9 d- 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 FLOOR PLAN ALTERNATE ELEVATIO HILLON - RIGHT 0 Lot 132 ✓',� Willow - Plan 20 9 2.1 UWwOK00' `% p e 4 a < ' 9 d- 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 FLOOR PLAN ALTERNATE ELEVATIO HILLON - RIGHT 0 Lot 132 ✓',� Willow - Plan 20 9 2.1 UWwOK00' COMMONWALL GOMMONWALL GOMMONWALL GOMMONWALL 17 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 CE COMMONWALL il GOMMONWALL 22'-0" GOMMONWALL 29 SQUARE P®®TACES REDWOOD i, - -- - - P q4 UPPER FLOOR I03q TOT& 6nai �80 24q PORCH 36 LANAI 102 a A -L 2320 I q'-4" GLC. I `v 2'-1011 4'-5" cry ?'-5'1�O VNI 51126 51126 TEMP.SH 26 ry I I Illi I�i Ilullll! I �r I I I,I i I Q Q I it cv ❑I 33 ��'i I � O I cv r= z a �amily I'l I =mom W-411 GL6. Irl � 41 I v ti 151-1011I 1-1011 -- _dLilI" 11 1 r % p ~ ui 717„Illi N --------- �I W m Cafe 1 - n J U N U) I ' q-411 GL6. P N QI �i / I / II QI_c,I/211 2'1 51-1011 LOW WALL r34 1/2" GOUNTERTOP O _2x�=Wl -- ----- i= K) Kitchen ;� Q < j q' 4" GL6 t _ ll%211 5'-3" 4" 3'-1211 I 6'-10" 21- 211 2'-�Y211 I E3 G -N ,,„",if,",j'I 5.IUR- .IUR- -1 8 13 I N Pa ntr I - 28 ' I 1 O.H.G.IG aIi "..G". 131 - h ------ul I'II �.- 1 3 �I' II II' I.dIIf, 114 0 28685G ®■ Ihl. '' 'I 'i Ilj ■ 'i q'-4" GLC. VIII,' Ln I; wH -Car Gara9 e _ oyer I W-4" GL6. i II„ �, L II - W-4" GL<. I'f� 1111111+ �I � r Powder W-4" GL6 I�'I IIII F 1 m '# '11 Poll- w.G. I I I o IIII' = 2 ` _ I o 1 I I I H.B �r I cm 5.2l 8070 OGD i!IIIIII I GOMMONWALL GOMMONWALL 17 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 CE COMMONWALL il GOMMONWALL 22'-0" GOMMONWALL 29 SQUARE P®®TACES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR P q4 UPPER FLOOR I03q TOT& Ig33 GARAGE 24q PORCH 36 LANAI 102 a A -L 2320 1/4" = 1'-0" AT 22x34 Ilb" = 1'-0" AT IIA -1 ,,;,,,„,, AMlternate Elevation COLL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL. ROOF CON5TRUGTION: 5HIN6LE OR GONGRETE 'FILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LAB ON GRAPE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRE55 OPENING OF 5.7 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEI611l-: f3'-0" A.F.F C� q'-4" PLATE HEIGFIT (U.N.0) -P-O" A.F.F (q 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL ANP MECHANICAL EQUIPMENT 4 MEFER5 ARE SUBJE61 TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC,: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, I-1001) VENT, 4 EXI-IAU5- 1- FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. 11. DIMEN510N5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE61REE5 UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES: THE FOLLOWING KEYNOTES REFERENCE THE 5YMB0LS A5 5HOWN ON PLANS: I. IF RAILING / 61JARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. RAILING/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HE16HT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOGUMENT CGRR-0125 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG 5EGTION 311) FOR 5TAIR REO. 4. SLOPE 6ARAOE FLOOR I/b" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, AS SPECIFIED BY BUILDER. IN5-FALI PER MANUFACTURERS 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 5HALL GOMPLY WITH LOCAL GOPE5 6. 2X4 LOW WALL 30"A.F.F. 1. 51NK W/ GARBAGE 0I5PO5AL 8. 1)15HWA5HER q. RANGE ID. GOOK TOP 11. OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEPE5TAL 51NK 15. 42" X-12" GARDEN TUB 16. TILED SHOWER Wl 6LA55 ENGLO5URE, PER BUILDER 5PEG. 1-1. 42"x60" TUB 18. 32" X 60" TUB/SHOWER Iq. LINEN SHELVES 20. WASHER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. 24. HANSON BOX 25. 51-IELVIN6 PER BUILDER SPECS. 26. ATTIC AGGE55 (22"02" U.N.O.). 27. ATTIC AGGE55 W/ STAIRS (22 1/2"x54" U. 28. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. GYPSUM BOARD ARCH (5EE INTERIOR ELEVATIONS) 30. GYPSUM BOARD LOW WALL, 5b" A.F.F. (U. W/ MDF GAP. �"' 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEIGHTS 4 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" GONGREFE STOOP. 36. ll BEAM. Baa 3-1. OPTIONAL UPPER CABINETS. 38. OPTIONAL CABINETS. uj 3q. OPTIONAL COFFERED GEILING (AS NOTED PLAN) 40, LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW. 42. 2x4 LOW WALL 42 "A.F.F. Imm 43. 2X6 LOW WALL 42" A.F.F. 44. 36"H. OPEN WOOD FAILING. 45. FOR ADDITIONAL NOTES 5EE GENERAL N REM ON TITLE 5HEET 4 DETAIL5. 46. 18" X 36" X 2" ART NIGHE 41. HORIZONTAL LAUNDRY CHUTE 48. LOW WALL +42" A.F.F. 4q. GYP5UM BOARD ARCH © b' -O" -FO b'-6" cm wrj w oa> vJ �f�i,2 O a =mom % ~ ui a�u W M J U N U) t (n 0 W >%E c�J co z __j LuAlk 1a CiJ ■ �a°�' �r 00 ilk Lm r O ® U) (DLO O O CO L0 r - LO F= www.bsbdesign.corn 100 Main St, Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED:) FLOOR PLAN ALTERNATE ELEVATIO REDWOOD - RIGHT �AAI� ORli Lot 133 Redwood - Plan 1943 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO T WALL GLEAT5, PER BUILDER SPEC. All 52. 60"X60" GARDEN TUB GOMMONWALL GOMMONWALL GOMMONWALL GOMMONWALL 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxP CL GOMMONWALL I GOMMONWALL 22'-O" CL GOMMONWALL SQUARE FOOTAGPS I Lanai `y I 2680 WI I bq4 UPPER FLOOR 103q TOTAL. 10133 GARAGE 24q W-4" GL6. 36 LANAI 102 9 2'-1011 ;3'-6" 3'-6" 4'-5" m 2320 tl ('\I " 5H 26 5H 26 TEMP.SH 26 I I (Y-) Q0 p I ti r r. II" I,� I��a. y "SII I�mrllI � "I �i- E I I C I ❑ Q 1' fA I ✓J ❑ r cv r =O v q'-4" GLC. 41 41'I CI " \(� I� -10 �, _ I I -- I -10" y II h 1 21 w III -A I v 'si _ ---- --- � Cafe ILII I q -4 GL6. a cv � I WI I I II I VIII IQ 81- 211 - /1� V %1/ C/ 2 5' 1011 1, LOW WALL r54 1/2" q III III 12 I GOUNTERTOP I Iu Kitchen ;� Q I, ISI ° O m I I � q'-4" GLG ISI 1211 51_311 i{�I `"Y yyy 6' 10" 21_II/21� 'l'-_ IV2" �/ L IW �NryI 31`III/2 �1 �i d' I E3 C -� III 5.IUFZ- .10R- { IM Pantry - 28 _ 1 --_- � O d� O.H.G. ---- O-- .H.G-- -I 13 . "l ❑ nulIXRllu J a�...f`J.�zv.kN�r� f.41 M°.urtN'.Ri,. WIX 1 I II„ill, t a TIN I @1 N<EIiR`L-'.ff Gk34f .:i33Fd�y+Lr1 % r 25 ❑-- Iu �I I „, II,I 0 2668 5C, Iju' I G ryn q'-4" GL6. �I i m �r WH 1 -Car Gara e I , I ry _ Fo er N l 1111 l � i q'-4" GL6. II q'-4"- - u Q0 I Powder N ILII i 6 II� mo q'-4" GL6I 2 III i 11 LL - T I J I m ' I Porch I I 0 I- 2H.B L'4 .2uR- 8010 OGD GOMMONWALL GOMMONWALL 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxP CL GOMMONWALL I GOMMONWALL 22'-O" CL GOMMONWALL SQUARE FOOTAGPS REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR. bq4 UPPER FLOOR 103q TOTAL. 10133 GARAGE 24q PORGH 36 LANAI 102 r- OTAL 2320 I/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIA -1 4 ,,;u,, Alternate Elevation GOM TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GONSTRUGTION: SHINGLE OR GONCRETE TILE ROOF (STYLE VARIES, PER GOMMUNHY SPEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5 T RUc1-URAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR-IRU55E5 OR FLOOR JOI 5 15 A5 NOTED ON `J I RUCTURAL DRAWINGS. G. SLAB ON GRAPE FLOOR GON54RUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, -TYP. WINDOWS: A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 6'-O" A.F.F @ W-4" PLATE HEIGHT (U.N.0) 1'-O" A.F.F c� 6'4' PLATE HEIGHT (U.N O.) E ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOGATION DUE TO FIELD CONDITIONS; GONTPAGTOR TO VERIFY. F. HVAC: PROVIDE BACK. DRAFT DAMPERS © DRYER VENT, HOOD VENT, R EXHAUST FANS. G. GEMENTITIOUS FINISH INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FAGE OF 51UD, U.N.U. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5 TUD5 UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES: ❑THE FOL L OWING KEYNOTES REFERENCE THE 5YMBOL5 AS 51-IUWN ON PLANS: 2 4 5. 17. 16. Iq. 20 21. 22 23 24 25 26 21 28 2q. 3U. 32. 33. 34 35 36 51 38 361 40 41. 42. 45. 44. 45. 46 41. 48 4q. 50 51. 52. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS TO BE 5PAGE05UGH 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 LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING.- SEE DOGUMENT GGRR-0125 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. (2010 FRG SECTION 311) FOR STAIR REO. SLOPE GARAGE FLOOR I/6" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. FIREPLACE, A5 5PEGIFIED BY BUILDER. INSTAL[ PER MANUFACTURERS 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL GODE5 2X4 LOW WALL 30"A.F.F. SINK W/ GARBAGE DISPOSAL DISHWASHER RANGE GOOK. TOP OVEN REFRIGERATOR 5PAGE. PANTRY - (5) 16" D. SHELVES PEDESTAL SINK 42" X 12" GARDEN TUB TILED SHOWER W/ GLASS ENGLOSURE, PER BUILDER 5PEG. 42 "x60" TUB 32" X 60" 1 UB/SHOWER LINEN 5HEL VE5 WASHER 5PAGE DRYER, VENT OPTIONAL LAUNDRY SINK. PROVIDE NON-GOMBU5 TIBLE PLATFORM ELEVATED lb" ABOVE GARAGE FLOOR FOR. ELECTRIC WATER HEATER. HANSON DOX 5HELVIN6 PER BUILDER SPECS. ATTIC, AGGE55 (22"02" U.N.O.). ATTIC, AGGE55 W/ STAIRS (22 1/2"x54" U. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) qV GYPSUM BOARD ARCH (SEE INTERIOR ELEVATIONS) GYPSUM E30ARP LOW WALL, 38" A.F.F. (U. II W/ MPF GAP. SOFFIT, REFER TO EXTERIOR ELEVATION HEIGHTS d ARGHITEGTURAL DETAILS FOR FINISH. PLANT SHELF, SEE EXTERIOR ELEVATION HALF WALL W/ WOOD GAP OR OP-TIONAL WALL WITH RAILING ABOVE. PORCH RAIL, SEE ELEVATION. 36"06" GONGRETE STOOP. 6x8 BEAM. OPTIONAL UPPER GABINET5. OPHONAL GABINEr5. UU OPTIONAL COFFERED CEILING (A5 NOTED PLAN) LINE OF FRAMING ABOVE. LINE OF FRAMING WALL BELOW. 2X4 LOW WALL 42"A.F.F. Fm 2X6 LOW WALL 42" A.F.F. 36"H. OPEN WOOD RAILING. FOR ADDITIONAL NOTES SEE GENERAL N ON TITLE SHEET 4 DETAILS. 18" X 36" X 2" ART NICHE HORIZONTAL LAUNDRY GHUTE a: L OW WALL 02" A.F.F. GYPSUM BOARD AKGH @ 6'-O" TO 8'-6" (D w a) J) z O J cc �-J wN�> z Z�w 0` 111111111; f"I'llr 4�H+F��\-tl ,yopvo =�;ar_ may* ®•s'O ci b w qtr h -i Fm:t.. X17 BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J1,1020 PHOJ MGR: JD DRAWN: ST CHECKED: JD FLOOR PLAN ALTERNATE ELEVATION ��� REDWOOD - RI6HT SAA1,i=C7�� o, Lot 134, �; �` Redwood - Plan 1943 LOW WALL 32�" A.F.F. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO7 +f WALL GLEAT5, PER BUILDER SPEC,. A2.1 60"X60" GARDEN TUB ��'(fj. 1�\ C"D J��pbpppbp�Cib�d 4ew°'t J CIS � d r- Lr) CO tl ('\I " - (Y-) Q0 p I ti c=" �i- 0 C Fm:t.. X17 BSB DESIGN www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J1,1020 PHOJ MGR: JD DRAWN: ST CHECKED: JD FLOOR PLAN ALTERNATE ELEVATION ��� REDWOOD - RI6HT SAA1,i=C7�� o, Lot 134, �; �` Redwood - Plan 1943 LOW WALL 32�" A.F.F. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO7 +f WALL GLEAT5, PER BUILDER SPEC,. A2.1 60"X60" GARDEN TUB O �U GOMMONWALL 22'-O" 21'-6" GOMMONWALL 2 COMMONWALL COMMONWALL I• Plan - M611 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxH CL GOMMONWALL GOMMONWALL 22'-O" 2>'-O" GOMMONWALL (L GOMMONWALL SQUARE - - - -� Lanai - 1832 - ALTERNATE MAIN FLOOR 824 UPPER FLOOR +0 280 1822 6ARA6E 25q PORGH q'-4" GLC. � Ilil OTA! 2251 `T �{1_511 -h L ) l '_5" O IZ 5H 26 SH 26 5H 26TEMP. O - .4W I{RVa::'FMF41a PTii I g I I'll I l�fl III YI �a a l hll III' 'l I I'II ■ Fa ' it l'I "� I q'-4" GL6. II - III� rIl o Cn m cl� O I I ,I LOW WALL +34 1/2" I j ' - GO V 1 I G I r` s COUNTERTOP t Cafe F ll. i q'-4" GLG. / I o ED as s' i q v V)h Q I' I 3 102 3'-q" 8 1 _U X6/2 � J W Q vi U V y Kitchen � O is in Pantr�� (n w� I wyP� 2�3 ___ C O.H.G.� �� O.HG 13 I�, 1 III pjPow r IL�L��,I, al �l - d� m �� q'- GL6. 0, E. 286856 r- -- -�g� -- - - - - q'-4 GL6. s 11'-62" I�lil � i� dl ril�llllulli'��'�I ill Wit' 2: I' -Car Garage _1 q'-4" GL6. , z z it 1 f LA r Foyer -_ I 1-4" GI -6. I ' I ❑� � If I 'i F 1/2 = TEMP. bolo 061) O - Porch \ 1 O ' - - - - -' -O" 2'-3" H.B. 11 5-10" O Q 4O cv <r Q) ,, I,i11u o COMMONWALL COMMONWALL I• Plan - M611 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxH CL GOMMONWALL GOMMONWALL 22'-O" 2>'-O" GOMMONWALL (L GOMMONWALL SQUARE FOOTAGE BIRCH - PLAN 1832 - ALTERNATE MAIN FLOOR 824 UPPER FLOOR +0 90TOTAL 1822 6ARA6E 25q PORGH 68 LANAI 102 OTA! 2251 IN iiiiiiiiiii�ilill�117111111111 ii i 411 i 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT Ilxll TYPICAL CONSTRUCTION ASSEMBLIES. A. TYPIGAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15FI FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP, WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARD5 OUTLINED IN APPLIGA13LE RES. GHFGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5A 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ q'-4" PLATE HE1611T (U.N.0) l' -O" A.F.F © b' -I" PLATE HEIGHT (U.N O.) E. ELECTRICAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE SUBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, R EXHAUST FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. 11. DIMEN51ON5 ARE TO THE FACE OF 5 TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLESS OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES THE FOLLOWING KEYNOTES REFERENGE THE # SYMBOLS AS SHOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE SPACED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. RAILIN6/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 3b" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - 5EE DOCUMENT GGRR-0125 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN P051 T ION. 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. 4. 5LOPE 6ARA0E FLOOR I/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. 5, FIREPLACE, AS SPECIFIED BY BUILDER. INSTALL PER MANUFACTURERS 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL CODE5 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ GARBAGE DISPOSAL b. DISHWASHER q. RANGE 10. GOOK TOP 11. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16" U. 5f IELVES 14. PEDESTAL SINK 15. 42" X 72" GARDEN TUB 16. TILED SHOWER W/ 6LA55 ENGL05URE, PER BUILDER 5PEG. 1-I. 42 x60 IUB 18. 32" X 60" TUB/SHOWER Iq, LINEN 5HELVE5 20. WASHER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-COMBUSTIBLE PLATFORM ELEVATED Ib" ABOVE GARAGE FLOOR FOR ELEGTRIG WATER HEATER. 24. HAN50N BOX 25. SHELVING PER BUILDER SPEG5. 26. ATTIG ACCESS (22"02" U.N.O.). 2-1. ATTIC ACCESS W/ 5TAIR5 (22 1/2"x54" U. 28. 6YP5UM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ELEVATIONS) 30, 6YP5UM BOARD LOW WALL, 36" A.F.F. (U.qlm W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEI6141­5 4 ARU IITEGTUPAL DETAILS FOR FINISH. 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONC 33. HALF WALL W/ WOOD GAP OR OPTIONAL WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35. 36"x36" CONCRETE STOOP. 36. bxb BEAM. 37. OPTIONAL UPPER 6-ABINET5. 38. OPTIONAL GABINET5. 3q. OPTIONAL COFFERED GEILING (AS NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW. 42. 2X4 LOW WALL 42 "A.F.F. 43. 2X6 LOW WALL 42" A.F.F. 44, 511 OPEN WOOD RAILING. 45. FOR ADDITIONAL NOTES SEE GENERAL NIS ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE 4-1. HORIZONTAL LAUNDRY CHUTE 4b. LOW WALL f42" A.F.F. 4q. GYPSUM BOARD ARCH @ b' -O" TO b'-6" uu 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. GOUNTER W/ DIA60NAL 5UPPO T T WALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB arm to k'-tl cl� O - GO G I Wy F ll. V)h Q � J W vi U V y is in (n w� wyP� LLJ v .z 00 v LO � O � CL www. bsbdes ign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ NIGH: JD DRAWN: ST CHECKED: JD MAIN FLOOR PLAN - Al ALTERNATE ELEVATION BIRCH - RIGHT SANForr� Lot 135 " Birch - Plan 1332 q IF P I *wj , -101150 GOMMONNALL GOMMONNALL 22'-0" 0 1/4" = 1'-0" AT 2204 1l8" = 1'-0" AT IIxl7 GOMMONNALL I 5.2u>z- 41 GOMMONNALL 22'-0" CL GOMMONNALL SQUARE FOOTAGES HEDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR 8q4 UPPER FLOOR 103q TOTAL M3 GARAGE 24q PORCH 36 LANAI 102 TOTAL x.320 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxl7 °COMMONNALL alternate Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A.-TYPIGAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 51IEATHIN6 AND ROOF FRAMING PER 5-1RUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWING5. G. SLAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING PRANIN65, TYP. NINDOHS: A. ALL HINDONS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGK.S. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.-150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F © q'-4" PLATE HE16f IT (U.N.O.) 1'-0" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE PACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. 11. DIMENSIONS ARE TO THE FACE OF 5 TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OP STUDS UNLESS OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERNISENOTED. FLOOR PLAN NOTES aTHE FOLLOWING KEYNOTES REFERENCE THE 5-(MBOL5 AS SHOWN ON PLAN5: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED SUCH THAI A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. RAILING/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 36" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOGAL GODS. RAILING AT GUARURAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOCUMENT GGRR-0125 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REQ. 4. SLOPE GARAGE FLOOR V8" PER FOOT TOWARD OVERHEAD 6ARA6E DOOR OPENING. 5. FIREPLACE, AS 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. D151-INA5HER q. RANGE 10, GOOK TOP ll. OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL SINK 15, 42" X 72" GARDEN TUB 16. TILED SHOWER H/ 6LA55 ENCLOSURE, PER BUILDER SPEC. 17. 42"x60" TUB 18. 32" X 60" TUB/5HOWER Iq. LINEN SHELVES 20. HASHER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-COMWA IDLE PLATFORM ELEVATED Ifs" ABOVE GARAGE FLOOR FOR ELECTRIC, WATER HEATER. 24. HAN50N BOX 25. 15FIELVING PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"02" U.N.O.). 27. ATTIC AGGE155 N/ STAIRS (22 1/2"x54" U. bwbi 28. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. GYPSUM E.0ARD LON HALL, 38" A.F.F. (U.14 N/ MDF CAI'. 31. SOFFIT, REFER TO EXTERIOR ELEVATION HEIGHTS 4 ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATION 33. HALF WALL NI WOOD GAP OR OPTIONAL NALL KITH RAILIN6 ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35. 36"x36" GONGRETE STOOP. 36. 6x8 BEAM. 1. OPTIONAL UPPER CABINETS. 38. OPTIONAL GABINET5. Lim 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTEDY- 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. FOP. ADDITIONAL NOTES SEE GENERAL N ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NIGHE 47. HORIZONTAL LAUNDRY CHUTE 48. LOW WALL +42" A.F.F. 4q. GYPSUM BOARD ARCH @ 5'-0" TO 8'-6" 1U F_ O W W m ll.! L1. cC') s ; 00 a -D c) _'4 �y ' L - 181 rB/111,4�' ,q,`011111 S. OD C37 Q0 O d- r :t-'- O Li7 Fmm Li r BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Saf Ay Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD FLOOR PLAN eUiL(_� ALTERNATE ELEVATION REDWOOD - LEFT 4Nf 0 , Lot 136 Redwood - Plan 1943 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER N/ DIAGONAL 5UPPO T 4 NALL GLEAT5, PER BUILDER SPEC. A2.1 URmL 52. 60"X60" GARDEN TUB COMMONWALL COMMONWALL 61-011 IL 6'-2" I 2'-11" 2'-1111 121-211 3'-g" LLL 51-1011 I L 221-011 Ism 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IlxI1 L GOMMONWALL `4- GOMMONWALL 22'-0" Ck GOMMONWALL SQUARE P®®TAGES HEDWOOD - PLAN 1943 - ALTEHNATE p u� 2bb0 �v I Lanai ���I - 1031 TOTAL II I I� 249 PORCH 36 LANAI102 N OTS 1 2320 ACV^ W 2'-5" ('(i Ii1> o I i{1_511 Ell, �I_gili 21 -loll `i it (J - Ll - O - IEI I 5H 2 )TEMP. SH 26 5H 26 I Illlil \ I! , � [Y I ❑3 � d- l I IIS L 4V z'- z Family III IJ I q'-4" GL6. L 1 } 41 I I I :v I { I --4 Fall I i ni 1 V t I Cafe - ` cry liil i cv q'-4" GL6. { ll I 2 11 (l C/ I -cv F_ . I T t l2 _ ❑ LOW WALL +34 1/2" SIN - I I, COUNTERTOP �jTE--- I t Kitchen - V i q'-4" GLG i III o o I/ X I I 8 I 21- I II 21- 1 11 2 �2 6 -10 11 4 5 _3 �21i4 3'-I 1 II %�2 a S.IUR- �r-0O" antr \ q ---- 2 _ I V _ _ O.H.G.� ---- J---- I 1-y O � N IXi o'�bJl., lil ll'. 14,k 141 �14t1k.. ?Ns�'.SI .im PA" l0 14M X14'. 31 541 uY �p + FilH� h 1" . 9 I wi NII 1 k11p u. x,�uN 63 ®■ Es �r q'-4" GLG. fW d 1 -Car Garage g - q'-4" GL6. FOM oI I q GLG. Powder ❑ cn �b� '-1'-411 GLG T--- ---- I -I Ili I - - Porch - 1 fill I r. I - -------I I I - ' I - o yI gra H.B. 2 , o 8010 OGD 11111111 -1 I J 61-011 IL 6'-2" I 2'-11" 2'-1111 121-211 3'-g" LLL 51-1011 I L 221-011 Ism 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IlxI1 L GOMMONWALL `4- GOMMONWALL 22'-0" Ck GOMMONWALL SQUARE P®®TAGES HEDWOOD - PLAN 1943 - ALTEHNATE MAIN FLOOR 8q4 UPPER FLOOR 1031 TOTAL 1933 GARAGE 249 PORCH 36 LANAI102 N OTS 1 2320 2' 4' I/811 = 1'-0" AT IlxI1 GOMMONNALL Alternate Elevation TYPICAL CONSTRUCTION ASSEMBLIES. A. -TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONS TRUGTION: FIN1511 FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOD. IRU55E5 OR FLOOR .JOISTS A5 NOTED ON STRUCTURAL DRAWING5. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOW5 SHALT_ COMPLY WITH MINIMUM 5IANDARDS OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) -1'-0" A.F.F @ 8'-I" 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, 4 EXHAUST FAN5. G. GEMENTITIOUS 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 OTHERWI 5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDE», ALL RAILING / GUARDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILING/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 3ZV' MAXIMUM I-IE161-IT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. - SEE DOCUMENT CGRP -0125 2. LINE OF OVERHEAD 6ARAGE DOOR IN OPEN POSITION. 3. (2010 FRG SECTION 311) FOR STAIR REQ. 4. SLOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLAGE, AS SPECIFIED BY BUILDER. INSTALL PER MANUFAC.TUPER5 SPECIFICATIONS. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL CODES 6. 2X4 LOW WALL 30"A.F.F. -1. SINK W/ GARBAGE DI5PO5AL 8. DISHWA5HER q. RANGE 10. GOOK -TOP IL OVEN 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDESTAL SINK 15. 42" X 12" GARDEN TUB 16. TILED SHOWER W/ GLASS ENCLOSURE, PER BUILDER SPEC. P. 42"x60" TUB 18. 32" X 60" TUB/51-I0WER Iq. LINEN SHELVES 20. WASHER SPACE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC, WATER HEATER. 24. HAN5ON BOX 25. SHELVING PER BUILDER SPECS. 26. ATTIC AGGE55 (22"x32" U.N.O.). 21. ATTIC AGGE55 W/ 5TAIR5 (22 I/2"x54" U. 28. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. GYPSUM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U. IRT IN MDF GAP. 31. SOFFIT, REFER -10 EXTERIOR ELEVATION , HEIGHTS 4 ARCHITECTURAL DETAILS FOR FINISH. op 32. PLANT SHELF, SEE EXTERIOR: ELEVATION 53. HALF WALL W/ WOOD GAP OR OPTIONAL WALL WITH RAILING ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35. 36"06" CONCRETE STOOP. 36. 6x8 BEAM. 31. OPTIONAL UPPER CABINETS. 38. OPTIONAL CABINETS. uu 3q. OPTIONAL COFFERED CEILING (A5 NOTED PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW. 42. 2X4 LOW WALL 42"A.F.F. 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 It 4b. LOW WALL +42" A.F.F. 4q. GYPSUM BOARD ARGH @ 8'-O" -1-0 8'-6" 50, LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO T 4 WALL CLEATS, PER BUILDER SPEC, 52. 60"X60" GARDEN TUB 0 di w u) U) U) z 0 U) w WZW =Z� oi> 0 2 api F d Q z awe-; N I -U a�u=i www.bsbdosign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGR: JU DRAWN: 5T CHECKED: JD FLOOR PLAN feu � ALTERNATE ELEVATION REDWOOD - LEFT SAN1=ORO Lot 137 Q­�.^ Redwood - Plan 1943 U) 0 LO J N ACV^ W 1`- �- Ll - O LO 2E IIS www.bsbdosign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGR: JU DRAWN: 5T CHECKED: JD FLOOR PLAN feu � ALTERNATE ELEVATION REDWOOD - LEFT SAN1=ORO Lot 137 Q­�.^ Redwood - Plan 1943 q GOMMONWALL c s (L GOMMONWALI_ �k GOMMONWALL 1/4" = I' -O" AT I/8" = 1'-0" AT CV E®®TAGES WILLOW - PLAN 2059 - TRADITIONAL -r� -i-(O UPPER FLOOR O UTAL 2063 cr- 453 PORGH q �Y q3 CV OTA 2623 <r. AdI T 1� 0 G Z o�> J U) Lf) u� O N I (LUVI z ire SQUARE E®®TAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR -i-(O UPPER FLOOR 1283 UTAL 2063 GARAGE- 453 PORGH q LANAI q3 CV OTA 2623 0 2' 4' b' 1� GOMMONWAL L 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIA1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5'TRUCTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEGS) 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 TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGA13LE RES. GHEGKS. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.l 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 HEIGHT (U.N.O.) �'-O" A.F.F ® 8'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EOUIPMENT R METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAU5T FANS. G. CEMENT ITIOUS FINISH IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF GMU OR 5TUD5 UNL E55 OTFIEPA15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTEU. FLOOR PLAN NOTES ❑THE FOLLOWING KEYNOTES REFERENGE THE (MEk--)L5 A5 SHOWN ON PLANS: 2. 3. 4. 5. Il 18. Iq. 20. 21. 22. Z3. 24 25 26 21 28 J4. 55. 36. 3VI. 38. 3c{. 40. 41. 42. 43. 44. 45. 46. 4-1. 48. 4q. 50 51, 52 IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERS TO BE 5PAGED 5UGH THAT A 4" SPHERE GANNOT PASS BETWEEN BALU5TER5. RAILING/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOGAL GOUE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. OPT. RAIL INC. - 5EE DOCUMENT GGRR-0125 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. (2010 FRG 5EGTION 311) FOR STAIR REQ. SLOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING. FIR.EPLAGE, A5 5PECIFIED BY BUILDER. INSTAL{ PER MANUFACTURERS 5PEGIFIGATION5. ALL FAGTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL CODES 2X4 LOW WALL 30"A.F.F. SINK W/ GARBAGE DISPOSAL DISHWASHER RANGE GOOK TOP OVEN REFRIGERATOR 5PAGE. PANTRY - (5) 16" U. SHELVES PEDESTAL SINK 42" X 12" GARDEN TUB TILED 5HOWER W/ GLA55 ENGLO5URE, PER BUILDER SPEC,. 42"x60" TUB 32" X 60" TUB/5HOWER LINEN 5HELVE5 WASHER 5PAGE URYER, VENT OPTIONAL LAUNDRY SINK. PROVIDE NON--GOMBU51-IBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELEGTRIG WATER HEATER. HAN50N BOX 5HELVIN6 PER BUILDER 5PEG5. AT-IIG AGGE55 (22"x:32" U.N.O.). A -1 -1 -IG AGGE55 W/ STAIRS (22 1/2"x54" U.J GYPSUM BOARD OPENING (5EE INTERIOR ELEVATIONS) GYPSUM BOARD ARGII (5EE INTERIOR ELEVATIONS) GYPSUMOARD LOW HALL, 38" A.F.F. (U. mv W/ MUF GAP. SOFFIT, REFER TO EXTERIOR ELEVATION HEIGHT5 8 ARGHITEGTURAL DETAILS FOR FINISH. PLANT SHELF, SEE EXTERIOR ELEVATION HALF WALL W/ WOOD GAP OR OPTIONAL WALL WITH RAILING ABOVE. PORCH RAIL, SEE ELEVATION. 36"0)6" CONCRETE 5TOOP. 6x8 BEAM. OPTIONAL UPPER GABINET5. OPTIONAL GABINET5. OPTIONAL COFFERED GEILING (A5 NOTED PLAN) LINE OF FRAMING ABOVE. LINE OF FRAMING WALL BELOW. 2X4 LOW WALL 42"A.F.F. 2X6 LOW WALL 42" A.F.F. 36"H. OPEN WOOD RAILING. FOR ADDITIONAL NOTES 5EE GENERAL N ON TITLE SHEET 4 DETAILS. 18" X 36" X 2" ART NICHE HORIZONTAL LAUNDRY GHUTE cc LOW WALL +42" A.F.F. 7YP5UM BOARD ARCH @ 8'-O" TO 8'-6" (0 0 An ANIII AF AWq& �w G� 0 O CV co AdI cu v J o�> (LUVI z `M o O U) w S I-- cc U U LU N a rn ww (n �LLo lij •-J i<f.d �.J �;,I, � i ° f a✓i dGvr+t T•l� '� 211 www.bsbdesign.com _ 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02/14020 PROJ MGR: JD DRAWN: ST CHECKED: JD FLOOR PLAN ALTERNATE ELEVATION WILLOW - LEFT Loi 138 Willow - Plan 2059 LOW WALL 32�," A.F.F. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPOT ff WALL GLEAT5, PER BUILDER SPEC_,. A2.1 60"X60" GARDEN TUB 0 An ANIII AF AWq& G� 0 O CV co AdI cu v J lij •-J i<f.d �.J �;,I, � i ° f a✓i dGvr+t T•l� '� 211 www.bsbdesign.com _ 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02/14020 PROJ MGR: JD DRAWN: ST CHECKED: JD FLOOR PLAN ALTERNATE ELEVATION WILLOW - LEFT Loi 138 Willow - Plan 2059 LOW WALL 32�," A.F.F. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPOT ff WALL GLEAT5, PER BUILDER SPEC_,. A2.1 60"X60" GARDEN TUB CL C. (L CL (L GOMMONWALL GOMMONWALL GOMMONWALL GOMMONWALL COMMONWALL COMMONWALL i - UPPER FLORf MAIN PLATB WDW. �i.14 LOT 133 WILLOW - L ELEVATION = +0'-0" LOT 137 REDWOOD - L CL GOMMONWALL ELEVATION = +0'-0" GOMMONWALL GOMMONWALL LOT 136 REDWOOD - L ELEVATION = +0'-0" i LOT 135 BIRCH - A R L GOMMONWALL ELEVATION = +0'-0" LOT 134 CL REDWOOD - R GOMMONWALL ELEVATION = +0'-0" Front Elevation - 0 4' b' 16' in I/b" = 1'-0" AT 2204 IN EN I/16" = I' -O" AT 11XII COMMONWALL GOMMONWALL GOMMONWALL 6:12 SLOPE I I I I i GOMMONWALL CL GOMMONWALL LOT 133 REDWOOD - R ELEVATION = +0'-0" i LOT 132 WILLOW - R COMMONWALL ELEVATION = +0'-0" (L GOMMNWALL i �z 6 i 12 hF ��� Zc2-OPE MAIN I i i i i i LOT 132 LOT 133 LOT 134 LOT 135 LOT 136 LOT 137 LOT 133 WILLOW - R cL REDWOOD - R REDWOOD - R BIRCH - A - R REDWOOD - L REDWOOD - L �L WILLOW - L ELEVATION = +O'-0" GOMMNWAL L ELEVATION = +0'-0" GOMMONWALL ELEVATION = +0'-0" GOMMONWALL ELEVATION = +0'-0" GOMMONWALL ELEVATION= +0'-0" GOMMONWALL ELEVATION = +0'-0" COMMONWALL ELEVATION = +O' -O" Kear Ele-vation- 0 4' b' 16' IN Ilb" = 1'-0" AT 2204 m Em I/16" = 1'-0" AT IIxI1 _H.H. 1 1 !R_ 0_ I ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINI5I I FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR _1015-1-5 AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GOND I RUGTION: MONOLITHIC CONCRETE- SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, T-fP. WINDOW5: A. ALL WINDON SHALL COMPLY WITH MINIMUM 5 TANDARD5 OUTLINED IN APPLICABLE RES. GHEGKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EG-RE55 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. G. TYPICAL WINDOW HEAD HEIGHT: b' -O" A.F.F © q'-4" PLATE HEIGHT (U.N.0) l'-O"AFF @ V -I" PLATE HEIGHT (U.N.0) E. ELECT RIGAL: ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE NBJEGT TO RELOCATION DUE TO FIELD GONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE DAGK. DPAF-r DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOUS FINISH INS I ALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ONS ARE TO FACE OF G MU OR STUDS UNLESS OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: I. ASPHALT ROOF 5HIN6LE5. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WP.APPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJEGTED GEMENT PLANER FINISH. -I. 2"X I" PROJECTED TRIM BAND b. 4"X I" PROJECTED TRIM BAND q. 6"X I" PPO_IEGI-ED TRIM BAND 10. b"X I" PROJECTED TRIM BAND II. I2"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN 5ET BRIGK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE Ib. DECORATIVE BRACKET PER PROFILE Iq. b" SIMULATED WOOD HEADER 20. I b"X4b" 5HU T TER (ARCH TOP WHERE SHOWN). 21. 24" X 4b" NUTTER 22. Ib"X60" 5HUTTER (ARGH TOP WHERE MOWN) 23. Ib"X-12" SHUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH -rOP WHERE SHOWN) 25. 36" HIGH POWDER GOATEE) ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 2-I. b"Xb" MEDALLION 2b. Ib" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ NATREFOIL SURROUND 30. b" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 4b" DECORATIVE 5HUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FINISH (FINISHED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLANS FOR LOAD DEARIN6 COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. b"XI" PROJECTED KEYSTONE QD 37. 6"XI" PROJECTED KEYSTONE 36. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 51DIN6 AS SPECIFIED BY BUILDER 40. SHAKE 51DING uwq 41. 12"X 60" DEGOP.ATIVE SHUTTER 42. LAP 5IDIN6 Fm 2 0: UU am c� w 7 . (: c=; LO CO t� CO Z �- H a 4U N- 0 c= illImm I :E 0- U) a d > >>e W w i LU Z) J�« t U) I`'1 r�g1l � illi ,lig, S DESIGN www.bsbdesigri.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS c: SANFORO LOT 138-132 (: c=; LO CO t� CO �- H a 0 c= illImm I :E 0- I`'1 r�g1l � illi ,lig, S DESIGN www.bsbdesigri.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS c: SANFORO LOT 138-132 UPPER PLATE � O r - UPPER FLOOR MAIN PLATE WPW. H.I-I, �r- n- MAIN FLOOR 6:12 SLOPE n 6:12 SLOPE 6:12 SLOPE ight E -R., 4' b' 16' I/8" = 1'-0" AT 2204 I/16" = 1'-0" AT IIA1 p Is 'R PLATE _I IT i �o R FLOOF ,IN PLATE IDN. H.H. �r a - IN FLOOF LOT 133 WILLOW a L ELEVATION = +O' -O" Left ElevatiOmm-n- 0 4' 1'-0" AT 22x:34 1/16" = 1'-0" AT IIxIJ rilt v_Trm1F_ M,1�- TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (5IYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN65 AND ROOF FRAMING PER: STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FINISH FLOORING ON 3/4" TON<�UE 8 GROOVE FLOOR 5HEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR: CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 51RUGTUR.AL ENGINEERING DRAWINGS, TYP. WINUOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5'IANDARt)5 OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAN ONE WINDOW IN ALL BEUROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 51 5Q. FT. WITH MIN. DIMENSION OF 24" IN FIEI6HT 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.) -1'-0" A.F.F © 8'-I" PLATE HEIGHT (U.N.O.) 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 o DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. 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 STUDS UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND F�#15YMF3OL5 THE FOLLOWING KEYNOTES REFERENCE THE I -_ A5 5HOWN ON PLANS: I. ASPHALT ROOF 5HINGLE5. 2. METAL ROOFING S'(STEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. CEMENT PLASTER FINISH. 6. PROJECTED CEMENT PLASTER FINISH. -1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PRO.JEGTED TRIM DANE) 10. 8"X I" PROJECTED TRIM BAND 11. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER_ 16. DECORATIVE TRIM PER PROFILE 1-1. DECORATIVE CORBEL PER PROFILE 16. DECORATIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE SHOW. 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23, 18"Xl2" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HOWN) 25. 36" HI6H POWDER COATED ALUMINUM RAILING. 26_ DECORATIVE POWDER GOATED ALUMINUM GRILLE. 21. 8"X8" 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 SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FINI5f I (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"A" PROJEGTED KEYSTONE 3-1. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q, 6" CEMENT 51DIN6 AS SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER 42. LAP SIDING C9 p nmm� ■ c� BZW T_ Za2 U) r �- N 0 kgs cY7 � T^ c- � � Z3 caU) �wz oN Fm V- o O °' .(9j U) LU I + Z LU w ; 0 =a� 3cr'ia w (n "w= _0 �:0 6m �vso0tt99ta! U Uj W r p0 S DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: .JD DRAWN: ST, SH CHECKED: JD SIDE ELEVATIONS LOT 138-132 p r����!!l9lijtlt°� c� U) r �- N 0 cY7 � c- � � Z3 caU) Fm V- S DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: .JD DRAWN: ST, SH CHECKED: JD SIDE ELEVATIONS LOT 138-132 I Cs- UPPER F WDW H.H UPPER F MAIN PL WDW Kid MAIN FL GOMMONWALL GOMMONWALL UPPER PLATE WDW H.H. UPPER FLOOR MAIN PLATE WDW H.H. MAIN FLOOR O 21 4' 8' 1/4" = I' -O" AT 2204 I/8" = 1'-0" AT IIxI1 .®+raaaaaaaaaarrr®r�+.' a - i ■ r- r- m ■ N 12 21 311 A 6 e FRONT SIDE i '`�9��aaaaaaaaarrwrz�s+1•; 6:12 SLOPE ��� q E '' [ �rrraaaa>•aaaaaaaaaa�r. II I I -I II ' INT GUT 4x4 x i ■ r ■ ■ 1x6 N4x4 ■ ■ 1 ' Ixh 0 FRONT 51DE i rrrmrrrrrrrrrrrrrrr=w0♦ .,+orrrrrrrrrrrrrr���' � 611 �II 1 ■ ■ N ■ ■ 1 2i1 i ■ r■ FRONT 51DE i rrrrrrrrrrrrrr�++�` 12 6 12 6 r B � � I �r r♦ 6:12 SLOPE ❑1 ❑III 12 6 UPPER PLATE NDN H.H. - UPPER FLOOR MAIN PLATE 12 4 WDW H.H_ - MAIN FLOOR 12 6 6:12 5L OPE a 12 `- Rear Elevation O 2' 4' 3' I/4" = 1'-0" AT 2204 Ilb" = 1'-0" AT IIxrr CL COMMONWALL C 10NWA L a a a a a r a e a-araaaaaaaaaaaaa�®' 12 ;* 1 I-6 ss 6 P01NT- CUT 6x6 I r ■ ■ ■ ■ ■ 1x8 e 6x6 � 12 • ■ ■ Ixf, I1-411 q FRONT SIDE ® ®a�aaaaaarrema®a aaaaaaaaaamoo - a - . s� F - - - - ♦L r ■ 1 Mli rq"m- 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxF1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5 I RUG TUBAL. E3. TYPICAL FRAME FLOOR GUNSTRUGTION: FIN15H FLOORING ON 3/411 TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU5SE5 OR FLOOR .-1015-1-5 A5 NOTED ON STRUCTURAL DRAWING5. G. 5LA13 ON GRADE FLOOR CONSTRUCTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GFIECK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EOPE55 OPENING OF 5A 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD FIEI6HT: b' -O" A.F.F @ q'-4" PLATE HE16HT (U.N.O.) �'-O" A.F.F 0 P)' -I" PLATE HE16HT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT T METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, $ EXHAUST FANS. 6. GEMENTITIOU5 FINISH IN5 TALL 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 OTHERWI5E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND ik THE FOLLOWING KEYNOTE5 REFERENCE THE 5Y MUOL5 AS SHOWN ON PLANS: 1. ASPHALT ROOF 5HIN6LE5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IXh ALUMINUM WRAPPED RAKE 5. CEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1 2"X I" PROJECTED -TRIM BAND Y, 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. I2"X I" PROJEGTED TRIM BAND 12. h" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. SIMULATED STONE SILL CAP 15. THIN SET BRICK. 5OLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 1-I. DECORATIVE GORBEL PER PROFILE 16. DECORATIVE BRACKET PER PROFILE Iq. W 51MULATED WOOD HEADER 20. lb'X48" 51-1 ITER (ARCH TOP WHERE SHOWN). 21. 24" X 48" SHUTTER 22. 18"X60" 5HUTTER (ARCH TOP WHERE SHOWN) 25. 18"X72" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 56" HIGH POWDER COATED ALUMINUM RAILING, 26. DECORATIVE POWDER GOATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. I2"X1211 -FILE INLAY W/ QUATREFOIL SURROUND 50. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5I-IUTTER 33. 1211X 36" DE60RATIVE 5HUTTER 54. DECORATIVE COLUMN I/2" HARDI FINISH (FINISHED 51ZE AS NOTED, REFERENGE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE °" 37. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJEGTED KEYSTONE rm 3q. 6" GEMENT 51DIN6 A5 5PEGIFIED BY BUILDER 40. 5HAKE 51DIN6 41. I2"X 6011 DECORATIVE 5HUTTER 42. LAP 51DIN6 Ca Immm U) Fm �T Alternate E - Ljj am co wZ� U] �- f!- 00 j CD w r-- X377 ZJ � C�7 C� c- Ll O ON U) co O Fm-� 7 [. -1 A mall BSB O � L D E 5 1 G N www.bsbdesign.corn " m C? W� �w2 Z C) O �' ZU O J U) -r ,;i<z w w5� � � s OLLI Q 2 � N Ad ANk ucc 00 10 0 7 v vi G" V 4 V C\j \� f %1f199i1i�'• Lm U] �- f!- 00 j CD w r-- X377 C. �J CO C�7 C� c- Ll O Ad ANk ucc 00 10 0 7 v vi G" V 4 V C\j \� f %1f199i1i�'• 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS ALTERNATE ELEVATION �Ui�viv WILLOW - R16HT Lot 132 , Willow - Plan 2059 3.1 UWmR Lm U] �- f!- j CD w r-- X377 C1! C�7 C� c- Ll O ON U) co O Fm-� 7 [. -1 A mall BSB D E 5 1 G N www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS ALTERNATE ELEVATION �Ui�viv WILLOW - R16HT Lot 132 , Willow - Plan 2059 3.1 UWmR q COMMONNALL 1 6:12 SLOPE ] i GOMMONWALL CL Front GOMMONWALL I O.MONhALL O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI 1 z PLATE 1IDW H.H. O FLOOR 4 PLATE 1\VN H.H. I FLOOR . �t- (L GOMMONWALL GOMMONWALL 6:12 SLOPE 01 -Mwrrrrrrrrrrrrrrrrrrw�. FOLLOWING KEYNOTES REFERENCE THE REDWOOD - RIGHT - SYMBOLS A5 SHOWN ON PLANS: I. ASPHALT ROOF SHIN6LE5. POINT GUT 4x4 LIH 3. e 4. IX6 ALUMINUM WPAPPED RAKE j FQ- W � 5. GEMENT PLASTER FIN15H. e � e 7 2"X I" PROJECTED TRIM BAND 8. e e 6"X I" PROJEGTED TRIM BAND 10. WX I" PPOJEGTED "TRIM BAND 11. e e 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. e o�z e � 16. DEGORATIVE TRIM PER PROFILE 17. e Ix6 e e e DECORATIVE BRAGKET PER PROFILE Iq. b" SIMULATED WOOD HEADER 4x4 20. s 21. e s 22. Iii"X60" SHUTTER (ARCH -IOP N IERE SHOWN) 23. IS"X72" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE e 25. 36" HIGH POWDER GOATEE) ALUMINUM cn RAILING. � 26. DEGOPAT IVE POWDER COATED ALUMINUM Ixb GRILLE. r� 2'I. b"XYZ" MEDALLION 2b. Ib" DIAMETER MEDALLION 1 -�� �0 12"X12" TILE INLAY W/ QUATREFOIL FRONT 51DE i 18 30. W DIAMETER FAUX CLAY PIPES. I 31. �4wrrrrrrrrrrrrrri•rrr•rw' CL Front GOMMONWALL I O.MONhALL O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI 1 z PLATE 1IDW H.H. O FLOOR 4 PLATE 1\VN H.H. I FLOOR . �t- (L GOMMONWALL GOMMONWALL 6:12 SLOPE 01 rr , - - 1 3:12 SLOPE I UPPER FLOOD Rear Elevation CL - COMMONWALL O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = I' -O" AT IIxI 1 GOMMONWAL L i a� fi Ul w d It; I Eta nm TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON51 RUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER GOMMUNRY 5PEGS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5I RUGTURAL. B. TYPICAL FRAME FLOOR G01\15TRUCTION: FINISH FLOORING ON 3/4" TONGUE R GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOI'5 5 A5 NOTED ON 5TRU6TURAL DRAW I NGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOWS 51-IALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. GHECK5. B. WINDOW SUPPLIER TO VERIFY AT LEAN ONE WINDOW IN ALL 13EDROOM5 TO HAVE A CLEAR E6,RE55 OPENING OF 5.150. FF. WITH MIN. DIMEN5ION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G.-TYPIGAL WINDOW HEAD HEIGHT: b' -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTPIGAL: ALL ELEGTRIGAL AND MECHANICAL EOUIPMENT R METERS APE SUB.JEGT TO RELOCATION DUE TO FIELF) GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. CEMENTITIOUS FINISH IN5 TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5 TUU, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5"1 UU5 UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARI ITION5 ARE 45 DE6,REE5 UNLE55 OTFEHN15E NOTED. EXTERIOR ELEVATION LEGEND ITHE FOLLOWING KEYNOTES REFERENCE THE REDWOOD - RIGHT - SYMBOLS A5 SHOWN ON PLANS: I. ASPHALT ROOF SHIN6LE5. /�pT}�y�• 2. LIH 3. IX6 ALUMINUM WRAPPED FASCIA 4. rr , - - 1 3:12 SLOPE I UPPER FLOOD Rear Elevation CL - COMMONWALL O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = I' -O" AT IIxI 1 GOMMONWAL L i a� fi Ul w d It; I Eta nm TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON51 RUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER GOMMUNRY 5PEGS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5I RUGTURAL. B. TYPICAL FRAME FLOOR G01\15TRUCTION: FINISH FLOORING ON 3/4" TONGUE R GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOI'5 5 A5 NOTED ON 5TRU6TURAL DRAW I NGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOWS 51-IALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. GHECK5. B. WINDOW SUPPLIER TO VERIFY AT LEAN ONE WINDOW IN ALL 13EDROOM5 TO HAVE A CLEAR E6,RE55 OPENING OF 5.150. FF. WITH MIN. DIMEN5ION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G.-TYPIGAL WINDOW HEAD HEIGHT: b' -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTPIGAL: ALL ELEGTRIGAL AND MECHANICAL EOUIPMENT R METERS APE SUB.JEGT TO RELOCATION DUE TO FIELF) GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. CEMENTITIOUS FINISH IN5 TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5 TUU, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5"1 UU5 UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARI ITION5 ARE 45 DE6,REE5 UNLE55 OTFEHN15E NOTED. EXTERIOR ELEVATION LEGEND ITHE FOLLOWING KEYNOTES REFERENCE THE REDWOOD - RIGHT �. SYMBOLS A5 SHOWN ON PLANS: I. ASPHALT ROOF SHIN6LE5. /�pT}�y�• 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WPAPPED RAKE j FQ- W � 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 7 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10. WX I" PPOJEGTED "TRIM BAND 11. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. 51MULATED STONE SILL GAP o�z 15. THIN SET BRIGK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 17. DEGORATIVE GORBEL PER PROFILE 18. DECORATIVE BRAGKET PER PROFILE Iq. b" SIMULATED WOOD HEADER 20. Ib"X4b" SHUTTER (ARCH TOP WHEPE SHOWN). 21. 24" X 48" SHUTTER s 22. Iii"X60" SHUTTER (ARCH -IOP N IERE SHOWN) 23. IS"X72" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HIGH POWDER GOATEE) ALUMINUM cn RAILING. 26. DEGOPAT IVE POWDER COATED ALUMINUM GRILLE. r� 2'I. b"XYZ" MEDALLION 2b. Ib" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL LL�o i 5URROUNU 30. W DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 4£3" DEGORATIVE 5HUTTEK 33. 12"X 36" DECORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" MARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE 5I RUG -f URAL PL AN5 FOR LOAD BEARING GOLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"A" PROJECTED KEYSFONE QD 31 UVI" PROJECTED KEYSTONE 3b. 4"XI" PROJECTED KEYSTONE 3q. 6" CEMENT 51DING A5 SPECIFIED BY 40, BUILDER 5HAKF SIDING Nll 41. 12"X 60" UEGORATIVE SHUTTER J 42. LAP SIDINGoe�� J U J � CD Fm ,=j Www cn Fam Boom , cc am Q0 ALTERNATE ELEVATION REDWOOD - RIGHT �. Lot 133 Z /�pT}�y�• 1943 j FQ- W � O Q H m V L 4 k'CiO o�z s O 0 v �U O J cn F -_ r� LL�o i �J rrq �o" S J J U J � ,=j Www G7 ti�•,h Cr1 ' J co lU O �7 03 Immmml C� CcJ L C7 © Qa c') 0 L0 CIO c - 2E iL we q } tfii �ii,n vi �i7UV 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, SR CHECKED: JD EXTERIOR ELEVATIONS ALTERNATE ELEVATION REDWOOD - RIGHT �. Lot 133 \' r Redwood - Plan 1943 w CL GOMMONNALL 6:12 SLOPE ❑I i i 12 6 GOMMONNALL I �M�rrrrrrrrrrrrrrrrrrrr�. POINT GUT 4x4 tj i ■ ■ ■ r ■ r r � ■ Ix6 r ■ • 4x4 r ■ r ■ r Ix6 � FRONT SIDE i per'' I� 'a��rrrrrrwrrrrrrrrrrrr��••• 46 COMMONNALL Front Elevation G O 2' 4' 8' I/4" = 1'-0" AT 22x34 in I/8" = 1'-0" AT IIxIJ UPPER PLATE NPH H.H, r - UPPER FLOOR MAIN PLATE NDN H.H. MAIN FLOOR �k GOMMONNALL CL GOMMONNALL 6:12 SLOPE n1 D1I ILII ' I JJ -3:12 5LOPE E,' .PI A LF 1^It1L^LdI d. i COMMONNALL 4' 3' 1/4" = 1'-0" AT 22x34 I/f3" = 1'-0" AT I1xl-I i GOMMONNALL TYPICAL CONSTRUCTION ASSEMBLIES: A. IYPIGAL ROOF 6ON5 I RUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. 1 YPIGAL FRAME FLOOR CONSTRUCTION: FIN151-1 FLOORING ON 3/4" TONGUE d GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR .JOISTS AS NOTED ON 5 TRUGTURAL DRANIN66. G. SLAB ON 6RADE FLOOR GOND I RUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6,RE55 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. TYPIGAL WINDOW HEAD FIEIG-HT: 8'-O" A.F.F q'-4" PLATE HEI611T (U.N.0) -1'-0" A.F.F © 8'-I" PLATE HEIGHT (U.N 0 ) E. ELECTRICAL: ALL ELEGTRIGAL AND MEGI-IANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, 1IOOD VENT, 8 EXHAUST FANS. 6. GEMENTITI0U5 FINI5F1 INSTALL PER LOCAL CODE. H. DIMEN51ON5 AVE TO TI -IE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLESS OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND ❑THE FOLLOWING KEYNOTES REFERENCE -I-I IE SYMBOLS A5 SHOWN ON PLAN5: I. ASPHALT ROOF SHINGLES. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLANER FINISH. 6. PROJECTED CEMENT PLASTER FINISH. 1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 3"X I" PROJECTED TRIM BAND II. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE 51LL CAP 15. THIN 5FT BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE I"1. DECORATIVE CORBEL PER PROFILE 16. DECORATIVE BRACKET PER PROFILE= oNZ 1q. W 51MULA-FED WOOD HEADER 20. I&"X4W SHUTTER (ARGI-I TOP WHERE 5HOWN). 21. 24" X 4W 5HUTTER 22. IWX60" 51-IUTTER (ARG[I TOP WHERE SHOWN) 2"3, 18"X-12" 5HUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 51-IONN) 25. 36" 1-11611 POWDER. COATED ALUMINUM RAILING. 26. DECORATIVE POWDER GOATED ALUMINUM GRILLE. 2-I. b`XW MEDALLION O 2b. Ib" DIAMETER MEDALLION 2ci. 12"XI2" TILE INLAY N/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER -x 33. 12"X 36" DEGOP.ATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE Uvo STRUCTURAL PLANS FOR LOAD BEARING LH COLUMNS). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEYS TONE 37. 6"XI" PROJECTED KEYSTONE 33. 4"XI" PROIEGTED KEYSTONE 51. 6" CEMENT 51DIN6 A5 SPECIFIED BY 40. BUILDER 5HAK.E SIDING T 119T 41. 12"X 60" DECORATIVE 51-JUTTER 42. LAP SIDING �N Z � � LLI ?moo (n �m aQ� (n cr. LU CL cQ wZN T Zt-1-W baa U oNZ l' w C) O < <, 00� -x Uvo LH n�z U �N Z � � LLI ?moo aQ� (n P1.1 [� CO f ruo cn �clil , C: ...J 1.� �r r �3 M-0 0 LU to �;.,) Ole a O m CO ca O �- ® qj U), FmmLL0 - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 81:3 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD ALTERNATE ELEVATION REDWOOD - RIGHT S a Lot 134' Redwood - Plan 1943 GOMMONNALL �®�ewwwwaaaaaaar®.rwrwaas�®° i POINT GUT T 4x4 I a■ ■ e 4x4- 1 Ix6 I -� e FRONT 51D i °®4...wwwaaaaaaaa.®. i.,000.swwwwwwawwrrrw��°°', q r ■ r r s 7 e 2' 10 e r e q e ■ l-1 9 ■ ■ ■ q ■ ■ I1. I. O1. I1. ■ ■ ■ ■ ■ ■ r ■ ■ ■ III 11-211 111 ■ it ■ q � ■ ■ ■ r 7 ■ GOLUMN DUAL s s Now ON 6:12 SLOPE IO �k. GOMMONNALL 0000 rw w w ww ww w r.. w w 111~`" II 1 ■r r ir F�] r cn _ r 21 311 1 ' i ZONT SIDE iwwwwwww�r.w..+�• ■ r r r ■ r r ■ r r 2 PLATE r i �IDW H.H. 141 GOMMONNALL ont l v tion GOMMONNALL D 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT Ilxll ■w.rwww� J PI ATS ^IDN H.H. �r Q) I FLOOR , GOMMONNALL UPPER PLATE WDW H.H. - I I O I UPPER FLOOR C a 6:12 5LOPE Fj1 Li CK COMMONNALL Elevatiol Cl'COMMONNALLRear GOMMONWALL 0 2' 4' 8' Y 1/4" = 1'-0" AT 22x34 I/811 = 1'-0" AT IIxFf TYPICAL CONSTRUCTION ASSEMBLIES: A. -TYPIGAL ROOF CONSTRUCTION, 51IIN61E OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY SPECS) OVER ROOF 5HEATHIN6 AND ROOF FR.AMIN6 PER 5T RUGTURAL. B. TYPICAL FRAME FLOOR GON5 fRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWIN65. C. SLAB ON GRADE FLOOR GONs fRUGTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5 I RUGTUPAL EN6INEERINS DR.AWING5, T'(P. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER 1-0 VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRESS OPENING OF 5l 50. FT. WITH MIN. DIMEN5I0N 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.) l' -O" AFF @ 8'-I" PLATE HE16 IT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. H\/AG: PROVIDE BACK DRAFT DAMPERS (o DRYER VENT, HOOD VENT, 4 EXHAU55f FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. UI. DIMEN5ION5 ARE TO THE FACE OF 5 fUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5T UD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEC.REE5 UNLE55 OTHERWI5E NOTED. EXTERIOR ELEVATION LEGEND ❑THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS 51-IONN ON PLANS: I. A5PHALT ROOF 5HINOLE5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED 5TONE VENEER. 14. 51MULATED STONE SILL CAP 15, THIN SET BRICK 50LDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 17. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 811 SIMULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE 5HOWN). 21, 24" X 48" SHUTTER 22. 18"X6011 SHUTTER ER (ARCH TOP HHERE 5HOWN) 23. 18"X-12" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" 1-116H POWDER COATED ALUMINUM PAILIN6. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 2-I. 8"X8" MEDALLION 28. I8" DIAMETER MEDALLION 2q. 1211X12" TILE INLAY W/ G2UATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE AS NOTED, REFERENCE 5TRUC (URAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE Q I� 3l. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING AS 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE SHUTTER 42. LAP 51DIN6� At QD C/:) LQ 0 (X3 �C Lj C7 O U) _ It (D LO a� .s 9 i; BsB DESIGN www.bsbdesigri.(;om 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 f HOJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS ------p> )'Z ALTERNATE ELEVATIO c BIRCH - RIGHT Lot 135 Birch - Plan 1832 wzu T ��t l'lJJ ALJ C) O W w J 1 4 mLLI zrLL U) cn Www DLLs At QD C/:) LQ 0 (X3 �C Lj C7 O U) _ It (D LO a� .s 9 i; BsB DESIGN www.bsbdesigri.(;om 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 f HOJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS ------p> )'Z ALTERNATE ELEVATIO c BIRCH - RIGHT Lot 135 Birch - Plan 1832 Ck. GOMMONWALL GOMMONWALL �oomnnnnnow anoon==onna®r■. POINT GUT- 4x4 1 s y e e I I e e Ix6 6:12 SLOPE 4x4 y Ix6 r FRONT SIDE ♦° ■"■.■■ ■ ■ ,01, ■aasa00naaaaanaa0s,m0no moo I 18 '■ ■■■■ I cs- UPPER PLATE WDW LIM, Q r - UPPER FLOOR MAIN PLATE NDN H.H. - MAIN FLOOR 12 Ll 6 ■. 12 6 ❑I (9:12 SLOPE GOMMONWALL COMMONWALL Front Elevation O 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxP O r - O 6) (E GOMMONWALL 6:12 SLOPE CL GOMMONWALL UPPER PLATE IA H.H. (TYP.) �J I ILII ❑# THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS SHOWN ON PLANS: I. ASPHALT ROOF SHINGLES. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA LlI LII. 5. CEMENT PLASTER FINISH. 6. UPPER FLOOR x:12 SLOPE GOMMONWALL GOMMONWALL Rear Elevation - 0 2' 4' b' in I/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxl1 A t 71 M-1, - I r, TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 51-IEATHIN6 AND ROOF FRAMING PER 5 TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR -TRUSSES OR FLOOR J015T5 AS NOTED ON TRUC.TURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAE3 OVER VAPOR BARRIER. REFER -TO STRUCTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOWS 51 -TALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.1 SQ. 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 Ca q'-4" PLATE 1-IE161-I T N.N.0) 1'-O" A.F.F 8'-I" PLATE HEIGHT (U.N 0 ) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METERS ARE SUBJECT TO RELOGATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, i EXHAUST FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL GODE. H. DIMEN51ON5 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 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS SHOWN ON PLANS: I. ASPHALT ROOF SHINGLES. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. CEMENT PLASTER FINISH. 6. PROJEGTED GEMENT PLASTER FINISH. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND aT. q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. 51MULA-FED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER.. 16. DECORATIVE -TRIM PER PROFILE 17. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE �w< 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 SHOWN) 23. 18"X 12" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HOWN) 25. 36" HI6H POWDER GOATEE) ALUMINUM O RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE, 27. 8"X8" MEDALLION 28, 18" DIAMETER MEDALLION 2q. 12"XI2" -FILE INLAY W/ QUATREFOIL SURROUND 30 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER W 33. 12"X 36" DECORATIVE SHUTTER 34, DECORATIVE COLUMN 1/2" HARDI FINISH (FINI5HED SIZE AS NOTED, REFERENCE cc STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" CEMENT SIDING A5 SPECIFIED BY 40. BUILDER SHAKE 51DIN6 41. 12"X 60" DECORATIVE SHUTTER 42. LAP SIDING 3�a �w CD Fm Uj cr) �mgffi LU CML A a f� ;rp C:3 % co 00 e13 0 I --J LU .� 00� li i l l� 3 lift aj m , cn; CV + JJJ9ii".®� co LO O N � U O 0 in, �S7 � 0 0- ar. BSB DF_SIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02JI4020 PROJ MGR: JD DRAWN: ST, SR OFIECKED: JD EXTERIOR ELEVATIONS �u1«�i, ALTERNATE ELEVATION vc REDWOOD -LEFT S r1 A lz-or{L) Lot 136�,z Redwood - Plan 1943 rcviN aT. �w< �n o O t cz o W ,sem cc u IJJ v a U 3�a �w CD A a f� ;rp C:3 % co 00 e13 0 I --J LU .� 00� li i l l� 3 lift aj m , cn; CV + JJJ9ii".®� co LO O N � U O 0 in, �S7 � 0 0- ar. BSB DF_SIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02JI4020 PROJ MGR: JD DRAWN: ST, SR OFIECKED: JD EXTERIOR ELEVATIONS �u1«�i, ALTERNATE ELEVATION vc REDWOOD -LEFT S r1 A lz-or{L) Lot 136�,z Redwood - Plan 1943 CL GOMMONWALL CL GOMMONWALL �00mum ON =Nommmmmnomono mmW ' POINT GUT- 4x4 9 � ■ 9 ■ ■ ■ I I ■ ■ 4x4 Ix6 FII]6:12 SLOPE ■ ■ I I ■ ■ ■ ■ � Ix6 10 FRONT SIDE ®�®e��a»»��Aaaa����aa-�s+d,• I IPJ 4 �I f - �t- a- 12 Ll 6 UPPER PLATE WDW H.H. L�1 I I UPPER FLOOR + MAIN PLATE - - I NDN H.H. 0 ----------- MAIN FLOOR 12 6 22 �� ILII ❑I 6:12 SLOPE GOMMONWALL GOMMONWALL Front Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 a - r -- UPPER PLATE WDW H.H_ UPPER FLOOR COMMONWALL L 1 J 6:12 SLOPE I (TYP) El [L]. 1 3:12 SLOPE CL COMMONWALL COMMONWALL GOMMONWALL Rear Elevation - 0 2' 4' 8' MENI/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIA -1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GONSTRUGTION: 51-IINGLE OR GONGRETE TILE ROOF ( I YLE VARIEj, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. D. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TKU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DP.AWING5. G. SLAB ON GPADE FLOOR CONS 1 RUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DP.AWIN65, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5-TANDARD5 OUTLINED IN APPLICABLE RE5. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL E3EDROOM5 TO HAVE A CLEAR EGRE55 OPENIN6 OF 5.-f 50. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGI-II- AND 20" IN WIDTH; SILL I-iEI6HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGI-TT: 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 MEGHANIGAL EWIPMENT 4 METER5 ARE SUBJEG-T TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINI5H 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, UNLE55 O-FHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: I. ASPHALT ROOF SHIN6LE5. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FA561A 4. IX6 ALUMINUM WRAPPED RAKE 5. CEMENT PLASTER FINISH. 6. PROJEGTED CEMENT PLASTER FINISH. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10, 8"X I" PROJEGTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN 5ET E3RICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11, DECORATIVE CORBEL PER PROFILE 18. DECORATIVE= BRAGrFT 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 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. 8"X8" 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 SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE AS NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 6"XI" PROJECTED KEYSTONE 37. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING AS SPECIFIED BY BUILDER 40. 5HAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER 42. LAP SIDINGUU (n am�u co aa> U L � �UU a�t zm� C) O LU I U � p am = c LU -J -i cc v 2 Sao LU W W, m BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD EXTERIOR ELEVATIONS ALTERNATE ELEVATIO REDWOOD - LEFT 8x1rv1 0; Lot 137 Redwood - Plan 1943 ri"Tcmlliomu .r.r999rrrr999999r999.I s i POINT CUT7 4x4 1 r r r r ' o e , r - i 4x4 r r ' Ix6 1 FRONT SIDE e•f��999mmma�999mma�999� ♦�ea99mmaaa9999mar9a�f r � r -- 1 ' 2 -:3 2' _ s FRONT SIDE ee ♦4 frdmrwwwwwmrrwwww+per GOMMONWALL Front 2' 4' 8' 1'-0" AT 2204 I/8" = 1'-0" AT IIxL1 .�.99.G19999999rrm.."m m"99rwlf� s 11-611 POINT GUT7 6x6 r r r r r r r r r r ' IXb ' � r r N ' N,Ir'-4" r r r ' 12 r r ' Ixr 6 FRONT SIDE se .♦e f 49l999a"J' 9999999rmrma9»999 �8• e of ee ee- GOMMONWALL PLATE FLOOR 1 PLATE FLOOR 12 6 4 M 6:12 SLOPE 12 12 6� �6 GOMMONWALL 6:12 SLOPE L_J 12 6D 12 6 DI 6:12 SLOPE 0 ..y wammawaawrrmmmamae�®' r - r r r 12 �6 A 2'3"2' 1 e r i FRONT 51DE frr•mrrwwwwwwwmmmr+M♦ s♦ i ♦♦' 6:12 SLOPE i i♦ / u Left Side Elevation 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/6" = 1'-0" AT IIA -1 UPPER PLATE UPPER FLOOR 12 MAIN PLATE X14 MAIN FLOOR UPPER PLATE UPPER FLOOR MAIN PLATE MAIN FLOOR TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 60115 TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE 05 5HEATHING AND ROOF FRAMING PER TRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE & GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR ..y wammawaawrrmmmamae�®' r - r r r 12 �6 A 2'3"2' 1 e r i FRONT 51DE frr•mrrwwwwwwwmmmr+M♦ s♦ i ♦♦' 6:12 SLOPE i i♦ / u Left Side Elevation 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/6" = 1'-0" AT IIA -1 UPPER PLATE UPPER FLOOR 12 MAIN PLATE X14 MAIN FLOOR UPPER PLATE UPPER FLOOR MAIN PLATE MAIN FLOOR TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 60115 TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF 5HEATHING AND ROOF FRAMING PER TRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE & GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR 1015T5 A5 NOTED ON S- TRUGTUR.AL DRAWIN65. G. SLAB ON GRADE FLOOR 6ON5 TRUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR �" w`w BARRIER. REFER TO 5TRUG-TURAL �<<� ENGINEERING DRAWIN65, 'r(P.,� WINDOWS: a A. ALL WINDOW5 SHALL GOMPLY WITH q Sip MINIMUM STANDARDS OUTLINED IN `) 0 Z 0 APPLIGABLE RES. GHEGK.S. B. WINDOW SUPPLIER TO VERIFY AT LEA5'I Lu w PO w�= ONE WINDOW IN ALL BEDROOMS TO HAVE A G GLEAR E6RE55 OPENING OF 5A 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND Lu ro0 20" IN WIDTH; SILL HEIGHT NOT GREATER S THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: b' -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F @ b' -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: `e' " ALL ELEGTRIGAL AND MECHANIGAL EQUIPMENT 4 METERS ARE 5UB,1EGT TD RELOCATION DUE TO FIELD GONDITION5; GON'TR.AGTOR TO VERIFY. F. HVAC: PROVIDE DAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, & EXHAUST FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. " H. DIMENSIONS ARE TO THE FAGS OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGS OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. 0�=? M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERNISE NOTED. w °�N EXTERIOR ELEVATION LEGEND # I THE FOLLOWING KEYNOTE5 REFERENCE THE u SYMBOL5 A5 5HOWN ON PLAN5: I. ASPHALT ROOF SHINGLES. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA C4 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJEGTED GEMENT PLASTER FINISH. 1. -1. 2"X I" PROJECTED TRIM BAND' 8. 4"X I" PROJECTED TRIM BAND J L6 j q. 6"X I" PROJEGTED TRIM BAND `� cap 10. 8"X I" PROJECTED TRIM BAND j�' LL II. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND I{, 13. 51MULATED STONE VENEER.m Ask 14. 51MULATED STONE SILL GAP 15. THIN 5ET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE ■ F} °' 0'r' 1 i +D � rj t .tel W Y P. DECORATIVE CORBEL PER PROFILE 16. DECORATIVE BRACKET PER PROFILE ti Ltt 0Ctu Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARGH TOP WHERE SHOWN). a ivy 21. 24" X 4b" SHUTTER 7<. (�,� 22. I b"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 18"X727 SHUTTER (ARCH TOP WTIERE SHOWN)®1'' 24. DEGORA TIVE LOUVER (ARCH TOP WFIERC SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM `. RAILING. W �- 26_ DECORATIVE POWDER COATED ALUMINUM _ I- II'- GRILLE. (Dc LO T" 2-I. 8"Xb" MEDALLION 2F). lb" DIAMETER MEDALLION JJ � 2q. 12"X12" TILE INLAY W/ OUATREFOIL SURROUND 30. b" DIAMETER FAUX CLAY PIPES. � t T d" 31. 1/2" FAINTED REVEAL 32. 12"X 4b" DEGORATIVE SHUTTER p 33. 12"X 36" DECORATIVE SHUTTER co 34. DEGOR.ATIVE COLUMN 1/2" NARDI FINISH N_ a (FINISHED 51ZE AS NOTED, REFERENCE LO 5TRU6TURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. b"XI" PROJECTED KEYSTONE I. 6"XI" PROJECTED KEYSTONE 3b. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY 9 BUILDER i 40. SHAKE SIDING 41. 12"X 60" DEGORATIVE SHUTTER 42. LAP 51DIN65 TOM p� rsv BSB DESIGN FRINA www.bsbdesidn.com 100 Main St. Suite 209 Lu Safety Harbor, Florida 34695 U) 1132654808 JOB NO: 02J 14020 PROJ MGR: JD Imm DRAWN: ST, SR CHECKED: JD w ., EXTERIOR ELEVATIONS m_[;i�� ALTERNATE ELEVATION WILLOW - LEFT SAMA=CjRE) Lot 138 Alter[ -"I -ate mEmlevation- w Willow - Plan 2059 CL A3.1 BIRCH 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:QUAN: VENT TYPE MFR: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 8 38,1 SQ,IN. 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ. FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR:QUAN: AREA: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 2 38.1 MIN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 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: I AREA: TOTAL: LOWER 50°7„ ATTIC SPACE: SOFFIT VENT 7 38.1 SQ.IN. 266.8 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: 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: QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 10 38.1 SQ,IN. 381.2 SQ, IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN 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 FREE VENTILATION OF THE VENT PRODUGT 5ELEGTED AGAINST TH05E NOTED ADOVE. THE REQUIRED VENTILATION SHALL DE MAINTAINED. PROVIDE INSULATION STOP 5U6H THAT INSULATION DOES NOT OB5TRUGT FREE AIR MOVEMENT AS REQUIRED DY THE BUILDING OFFICIAL. ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS BETWEEN THE ADJAGENT ATTIG5 IN THE ROOF 5HEATHIN6 (AS ALLOWED DY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPAGES SHALL DE VENTED INDEPENDENTLY TO IRC,/IBC, REQUIREMENTS. it rrP. L ( q I - - 41-1111 - 16'-5" tt)- (t �9 4 CL CL CL CL r� GOMMONWALL GOMMONWALL COMMONWALL GOMMONWALL COMMONWALL GOMMONWALL I II I " II 5' �I 5' " I6'-5" �1-0" 5'-8" 16' -4 5 -3 16 -4 -fl -8 7-O '-5 ' 1 1/ 11 6 4'-0.1 -O" 4 l4 Oi-0 4_04_O `-04_O 4'-0" AREA 2 — — — — — - AREA 2 — — — — — =AREA 2 — — — w —AREA 2 — — — Tf j — — AREA 2 — = — 3'-0" 4'-3" 3'-8" 5'-�17/5" 3'-0" 4'-2" 3'-61 5'-q" r 5' 5 3'-5" 4'-O" 3'-2" 6'-/ 5'-q,'� Q-3'-0" 4'-2" 51-8" 5'-5" j�5'-q" 3'-8" 4'-3" 3'-O" 4'-6 Ilk Ilk I,- '-------- __--— — --yam-- ;¢h AREA OF FIRE AREA OF FIRE AREA OF FIRE // AREA OF FIRE 'F / II Ah_A OF FIRE RE51STANT ROOF / I RE515TANT ROOF RE515TANT ROOF / RE515-FAN-F OF RESISTANT ROOF SHEATHING - NO // SHEATHING - NO SHEATHING - NO SHEATHING - NO SHEATHING - NO / PENETRATIONS / PENETRATIONS PENETRATIONS PENETRATIONS PENETRATIONS / ALLOWED IN TH15 I ALLOWED IN TH15 / f ALLOWED IN TH15 /I ALLOWED IN TH15 / ALLOWED IN TH15 AREA ' " AREA / AREA AREA - 11 AREA / 5'-6" 5'-7" N 5'-6" 5 -1 6'-6 5 7 5 6 � �' S -7 5'-6'�-- / 10' -II" -II" -10" f3'-6" / / i 10' -II" / 10' -II" LUW AREA INR / AREA I Q AREA 1 01 AREA I % N p AREA I / N AREA I 612 / .� SLOPE /1 HVAC, BELOW LUq C r/ ✓_1/ZI /11 V/ HVAC, BELOW N Q / � O ME / v/ 4' Q E J ,� C)-/ 6:12 m cr C,4 612 _ 12 SLOPE ®- O SLOPE — T O 4'-O" 14'-O" LOT 138 ,OMMONWALL LOT 137 WILLOW - L REDWOOD - L ELEVATION = +O'-0" ELEVATION = +0'-0" 12 6:1� r �� E SLOPE I0 = I 4'-0" 4'-0" GOMMONWALL LOT 136 REDWOOD - L ELEVATION = +0'-0" X612 5\ LOpE 6:12 5LOPI SLOPE GOMMONWALL LOT 135 BIRCH - A - R ELEVATION = -10'-0" Roof Plan N w � O cP HVAG BELOW LU O N !1 101_7" 7'-2" U _— -----10 — I O rl_ - TYP. LA ,t) �9 v 18'-5" Q AREA I 6:12 r - SLOPE Lvz HVAC, BELOW tF) u) IA Iw �1I'_ I / I I LL, << / cy tj c�-- 7 �6�:IC 6:12L OPE SLOPE SLOPE SLOPE Q 6) I .v - d) 4'-0" 4'-0" 4'-0" 4'-0" 4'-O" CL CL COMMONWALI_ GUMMONWALL GOMMONWALL LOT 13� LOT 133 LOT 132 REDWOOD - R REDWOOD - R WILLOW - R ELEVATION = +0'-O" ELEVATION = +O' -O" ELEVATION O 4' 61 16' I/8" = 1'-0" AT 2204 ILI I■� I/16" = I' -O" AT Ilxl-I N i tt- c� to www �r lu)c�o h<� Nw 6D_ <`L1 is) a a I z �9 4 CL CL CL CL r� GOMMONWALL GOMMONWALL COMMONWALL GOMMONWALL COMMONWALL GOMMONWALL I II I " II 5' �I 5' " I6'-5" �1-0" 5'-8" 16' -4 5 -3 16 -4 -fl -8 7-O '-5 ' 1 1/ 11 6 4'-0.1 -O" 4 l4 Oi-0 4_04_O `-04_O 4'-0" AREA 2 — — — — — - AREA 2 — — — — — =AREA 2 — — — w —AREA 2 — — — Tf j — — AREA 2 — = — 3'-0" 4'-3" 3'-8" 5'-�17/5" 3'-0" 4'-2" 3'-61 5'-q" r 5' 5 3'-5" 4'-O" 3'-2" 6'-/ 5'-q,'� Q-3'-0" 4'-2" 51-8" 5'-5" j�5'-q" 3'-8" 4'-3" 3'-O" 4'-6 Ilk Ilk I,- '-------- __--— — --yam-- ;¢h AREA OF FIRE AREA OF FIRE AREA OF FIRE // AREA OF FIRE 'F / II Ah_A OF FIRE RE51STANT ROOF / I RE515TANT ROOF RE515TANT ROOF / RE515-FAN-F OF RESISTANT ROOF SHEATHING - NO // SHEATHING - NO SHEATHING - NO SHEATHING - NO SHEATHING - NO / PENETRATIONS / PENETRATIONS PENETRATIONS PENETRATIONS PENETRATIONS / ALLOWED IN TH15 I ALLOWED IN TH15 / f ALLOWED IN TH15 /I ALLOWED IN TH15 / ALLOWED IN TH15 AREA ' " AREA / AREA AREA - 11 AREA / 5'-6" 5'-7" N 5'-6" 5 -1 6'-6 5 7 5 6 � �' S -7 5'-6'�-- / 10' -II" -II" -10" f3'-6" / / i 10' -II" / 10' -II" LUW AREA INR / AREA I Q AREA 1 01 AREA I % N p AREA I / N AREA I 612 / .� SLOPE /1 HVAC, BELOW LUq C r/ ✓_1/ZI /11 V/ HVAC, BELOW N Q / � O ME / v/ 4' Q E J ,� C)-/ 6:12 m cr C,4 612 _ 12 SLOPE ®- O SLOPE — T O 4'-O" 14'-O" LOT 138 ,OMMONWALL LOT 137 WILLOW - L REDWOOD - L ELEVATION = +O'-0" ELEVATION = +0'-0" 12 6:1� r �� E SLOPE I0 = I 4'-0" 4'-0" GOMMONWALL LOT 136 REDWOOD - L ELEVATION = +0'-0" X612 5\ LOpE 6:12 5LOPI SLOPE GOMMONWALL LOT 135 BIRCH - A - R ELEVATION = -10'-0" Roof Plan N w � O cP HVAG BELOW LU O N !1 101_7" 7'-2" U _— -----10 — I O rl_ - TYP. LA ,t) �9 v 18'-5" Q AREA I 6:12 r - SLOPE Lvz HVAC, BELOW tF) u) IA Iw �1I'_ I / I I LL, << / cy tj c�-- 7 �6�:IC 6:12L OPE SLOPE SLOPE SLOPE Q 6) I .v - d) 4'-0" 4'-0" 4'-0" 4'-0" 4'-O" CL CL COMMONWALI_ GUMMONWALL GOMMONWALL LOT 13� LOT 133 LOT 132 REDWOOD - R REDWOOD - R WILLOW - R ELEVATION = +0'-O" ELEVATION = +O' -O" ELEVATION O 4' 61 16' I/8" = 1'-0" AT 2204 ILI I■� I/16" = I' -O" AT Ilxl-I N i tt- c� to www �r h<� � a a a I z v� �� 00 0 0 " �o71 LLJ L F_ wy CJs LL In F- V LU Nav KSS 4 -lam U) o Kid _� 410 cu 6 z .D r: LL As Adl cn Lm .(W �� Ge _ "al b A f ro J rs gy t��n�sna, a C7 '� CV \ /®41 111111 CD J CV CV M to s __j c- H o CZ U-) cu U) LO ai a utua Jit t� WWW w BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST, SR CHECKED: JD ROOF PLAN Pw I Ll��ti ORD LOT 138-132 H55 HI5 H30 HI5 W33 �I I❑ ❑u II II IGRO/VEN — _ 11II o000 Q II � . ❑ II 1333 DI5 RANGE 015 B33 ( ) Kitchen B Kitchen FULL ❑ DEPTH B24 FRIDGE 1324 Kitchen C cv 51330 D12 51330 (D Bath 2 SHELF m 00 0 00 0 ■ HA51-IER/ORYER vLaundry E 51330 51330 Owners Bath G TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE T GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAHINGS. G. 5LAB ON GRADE FLOOR GON51RUGTION: MONOLITHIC, CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAHIN65, TYP. HINDOH5: A. ALL HINDOH5 5HALL COMPLY HITH MINIMUM 5- ANDARD5 OUTLINED IN APPLIGA13LE RES. GHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.1 50, FT. HITH MIN. DIMENSION 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 © ci'-4" PLATE HEIGHT (U.N 0 ) -I'-O" A.F.F 9 8'-I" PLATE HEIGHT (U.N.0) L. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METERS ARE SU13JEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXI-IAUI' FANS. G. 6EMENTITIOU5 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 5FUD5 UNLE55 OTI-IERH15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE155 O fHERHI5E NOTED. r' €''i+ lim 4 lLZV) I� U) B24 FRIDGE 1324 Kitchen C cv 51330 D12 51330 (D Bath 2 SHELF m 00 0 00 0 ■ HA51-IER/ORYER vLaundry E 51330 51330 Owners Bath G TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUGTION: FINISH FLOORING ON 3/4" TONGUE T GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAHINGS. G. 5LAB ON GRADE FLOOR GON51RUGTION: MONOLITHIC, CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAHIN65, TYP. HINDOH5: A. ALL HINDOH5 5HALL COMPLY HITH MINIMUM 5- ANDARD5 OUTLINED IN APPLIGA13LE RES. GHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.1 50, FT. HITH MIN. DIMENSION 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 © ci'-4" PLATE HEIGHT (U.N 0 ) -I'-O" A.F.F 9 8'-I" PLATE HEIGHT (U.N.0) L. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METERS ARE SU13JEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXI-IAUI' FANS. G. 6EMENTITIOU5 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 5FUD5 UNLE55 OTI-IERH15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE155 O fHERHI5E NOTED. r' €''i+ lim 4 lLZV) c., 00 b� 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 INTERIOR ELEVATIONS `� WILLOW - RIGHT `' Lot 132 Willow - Plan 2059 U) ZO OU-{ F u o w F- 4 �� U = 2� w �F40 c., 00 b� 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 INTERIOR ELEVATIONS `� WILLOW - RIGHT `' Lot 132 Willow - Plan 2059 5HEL F ROD 00 0 oo 0 WA5HER/DRYER b2_1 ll11 K/-\N(.)t U21 b24 MIRROR LAV. LAV. C�00 �I I� El 51521 D15 51321 O � Kitchen V51336 012 V5B36 G Owners Bath c �f C Kitchen FULL DEPTH D12 D12 B24 FRIDGE 1324 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWI NG5. G. SLAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH cn MINIMUM STANDARDS OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 50. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 6'-O" A.F.F @ T-4" PLATE HEIGHT (U.N.0) 7'-D" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTO R TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FAGS 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 DEGREES UNLESS OTHERWISE NOTED. Y/ H24 N21 1/00 H21 N24 o�> b2_1 ll11 K/-\N(.)t U21 b24 MIRROR LAV. LAV. C�00 �I I� El 51521 D15 51321 O � Kitchen V51336 012 V5B36 G Owners Bath c �f C Kitchen FULL DEPTH D12 D12 B24 FRIDGE 1324 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWI NG5. G. SLAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH cn MINIMUM STANDARDS OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 50. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 6'-O" A.F.F @ T-4" PLATE HEIGHT (U.N.0) 7'-D" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTO R TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FAGS 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 DEGREES UNLESS OTHERWISE NOTED. Y/ o�> F- U YW` 4 � , W�� (0 O Y V) U) UViU k L w�-t Q rw�Y LL v) U L ❑ L � N Lu Sao �a �'x h'i tlu s � 'ii1 �m uu (n s - 0 r C7 CD CV N C� CCf CD Q C37 CV Ct7 0 !n www.bsbdesign.coni 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CFIEGKFD: 1A r� :E- 0 Z LIJ .(j c_ -J CID -.I LL INTERIOR ELEVATIONS F;�rL���°r:' REDWOOD - RIGHT Lot 133 Redwood - Plan 1943 SHELF -� ROD (� 00 0 00 0 WA5HER/DRYER Laundry W24 W21 W30 W21 W24 TO FOYER MIRROR LAV. LAV. II ❑�I I❑ CiC � iC ❑ ❑ I❑ ❑ IGRONEN U O U 0 ❑ . :o II I -J ❑I ❑❑❑ Doi ❑ ❑� o ID❑ E324 D21 RANGE D21 B24 5132) 015 5821 r c n V5536 0I2 V5B36 G Owners Bath C Kitchen FULL DEPTH ❑ W30 WI2 W24 q W24 MIRROR LAV. LAV. II CiC � iC ❑ ❑ I❑ ❑ II V5536 0I2 V5B36 G Owners Bath C Kitchen FULL DEPTH ❑ W30 WI2 W24 q W24 II II ❑I I❑ T II :o I -J ❑I CI � ❑ ❑� o ID❑ U " Dao D12 D12 B24 FRIDGE D24 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5 TRUGTURAL. B. TYPICAL FRAME FLOOR GON5 rRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 51-JEATHIN6 ON FLOOR TRU55E5 OR FLOOR 1015'1-5 A5 NOTED ON STRUCTURAL DRAWING5. G. SLAB ON GRAPE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR _ BARRIER. REFEF: TO �� 1RUG'IURAL ENGINEERING DRAWIN6,5, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5IANDARD5 OUTLINED IN _ APPLICABLE RES. GHEGr5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL I5EDROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 5.7 SO. FT. WITH MIN. DIMEN5I0N OF 24" IN HEIr5HT AND 20" IN WIv TN; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F 0, q-4" PLATE HEIGHT (U.N O.) T -O" A.F.F @ b' -I" PLATE HEIGHT (U.N.o.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT R METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. I-IVAG: PROVIDE BAGK. DRAFT DAMPERS 0 DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. GEMENTITIOUS FINI51-1 INS TALL PER LOCAL CODE. 11. DIMEN5ION5 ARE TO THE FACE OF 5 -FUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. .nterior Elevations"rm ,.. to T w = L i U " 0 0 oo� W Y "_ LI l z F- w 5 F U p1 SN ULU J q�� D J U) a www L2 T'J 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 W rj fq UJ 2 C ._j W J INTERIOR ELEVATIONS -� REDWOOD - RIGHT Let 134 Redwood - Plan 1943 1 SHELF -� TO OWNERS ROD ENTRY - O �- Cll � O 1 WASHER/DRYER MIRROR LAV. LAV. flu 1111' la 5E350 51330 LAV H24 N15 H30 H15 H24 Vlrlll' 9G1'I_I'I 61�1i6 f =i B24 DI5 RANGE 0I5 1324 MIRROR LAY. V5B36 Do V5B36 ( Owners Bath TO OWNERS ENTRY C Kitchen C cc ( ) Kitchen FULL DI5 FRIDGE B15 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. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55ES OR FLOOR J015-1-5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5A 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 HEI6HT: 8'-O" A.F.F © q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ V -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN1511 INSTALL PER LOCAL GODE. H. DIMEN51ON5 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 DEGREES UNLE55 OTHERN15E NOTED. �m LU U) SHELF -� ROD �U O 09 0 Ej WASHER/DRYER MIRROR LAV. LAV. flu 1111' la 5E350 51330 LAV H24 N15 H30 H15 H24 Vlrlll' 9G1'I_I'I 61�1i6 f =i B24 DI5 RANGE 0I5 1324 MIRROR LAY. V5B36 Do V5B36 ( Owners Bath TO OWNERS ENTRY C Kitchen C cc ( ) Kitchen FULL DI5 FRIDGE B15 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. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55ES OR FLOOR J015-1-5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5A 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 HEI6HT: 8'-O" A.F.F © q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ V -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN1511 INSTALL PER LOCAL GODE. H. DIMEN51ON5 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 DEGREES UNLE55 OTHERN15E NOTED. �m LU U) 1-d Cl) Z) car co m ry s w� aaa V C o G' reitw a �d O �v ' "..p O N p� Cll � O U'L J J N C37 N 00 Cfl CCf Ll m co (4i A� U ^ V O W V) Y U) w � F- Q�� J W �, U ;S" e U 1-d Cl) Z) car co m ry s w� aaa V C o G' reitw a �d O �v ' "..p O N p� e . 9rr' 9I �I���l 11tl1„ rap 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 1 1m,"'Iterior Ele'vatimUl INTERIOR ELEVATIONS BIRGH - RIGHT O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIA 1 0 CC Lot 135 Birch - Plan 183 Cll � O J N C37 N 00 Cfl CCf Ll m LO (4i A� e . 9rr' 9I �I���l 11tl1„ rap 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 1 1m,"'Iterior Ele'vatimUl INTERIOR ELEVATIONS BIRGH - RIGHT O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIA 1 0 CC Lot 135 Birch - Plan 183 M-1- Pill, - _ 5HELF ROD (� 00 0 00 0 ■ WA5HER/DRYER Laundry MIRROR LAV. LAV. 1001 CO O C �II❑DD 5527 015 5821 B24 D21 RANGE 021 B24 s N24 H21 N��O H21 H24 CiC � CSC MIRROR LAV. LAV. 1001 CO O C �II❑DD 5527 015 5821 B24 D21 RANGE 021 B24 s V51336 0I2 V5B36 G Owners Bath C Kitchen Q m FULL 1324 FRIDGE 1324 012 DI2 Aft TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON51RUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE s GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUCTURAL DRAWING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL 13EDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC,: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL GODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Fm Lu U) I �cwi�aji Elevations'"I.E..'N' (O MIRROR LAV. LAV. CiC � CSC V51336 0I2 V5B36 G Owners Bath C Kitchen Q m FULL 1324 FRIDGE 1324 012 DI2 Aft TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON51RUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE s GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUCTURAL DRAWING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL 13EDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC,: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL GODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Fm Lu U) I �cwi�aji Elevations'"I.E..'N' (O o�. O V) a O O �oJ t W 7 LL =L W s� Lu O Jua (n �i w r^ (n www.bsbdesign.corn 100 Main St. Suite 209 Safety Harbor, Florida 341395 813 265 4808 JOB NO: 02J14020 PROJ NIGR: JD DRAWN: ST CHECKED: JD INTERIOR ELEVATIONS it REDWOOD - LEFT V,Us Lot 136 Redwood - Plan 1943 le�.�illl�l w SHELF ROD 00 O O NA5HER/DRYER 0 d) MIRROR LAV. LAV. ❑ ❑ ❑ ❑❑1 5827 D15 SD21 1324 D21 RANGE D21 B24 B Kitchen c c� N24 N21 �10)0 H21 N24 7111 f NIUE wzI r- ITi J Z w MIRROR LAV. LAV. ❑ ❑ ❑ ❑❑1 5827 D15 SD21 1324 D21 RANGE D21 B24 B Kitchen c c� V5B36 0I2 V5B36 G Owners Bath i Mimi MIN 7111 f NIUE wzI r- V5B36 0I2 V5B36 G Owners Bath i Mimi MIN 7111 f wzI r- C Kitchen c c( FULL ❑ DEPTH 1324 FRIDGE B24 DI2 DI2 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON5 FRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 15PEG5) OVER ROOF 5HEATHIN<, AND ROOF FRAMING PER STRUCTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR 1015T5 AS NOTED ON STRUCTURAL DRANING5. G. SLAB ON GRADE FLOOR CONSFRUGTION: MONOLITHIG GONGRETE 5L AB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DR.ANIN65, TYP. NINDON5! A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 'FO HAVE A CLEAR E6RE55 OPENIN<, OF 5.7 50. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: W -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) -1'-0" A.F.F @ W -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT R METER5 ARE 5UB.JEG-F TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 © DRYER VENT, HOOD VENT, 4 EXHAU5 F FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN510N5 ARE TO THE FADE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERNI5E NOTED, M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. Fm LU cn = - - Elevationsm1m, c9 MIN wzI r- ITi 1324 FRIDGE B24 DI2 DI2 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GON5 FRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 15PEG5) OVER ROOF 5HEATHIN<, AND ROOF FRAMING PER STRUCTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR 1015T5 AS NOTED ON STRUCTURAL DRANING5. G. SLAB ON GRADE FLOOR CONSFRUGTION: MONOLITHIG GONGRETE 5L AB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DR.ANIN65, TYP. NINDON5! A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 'FO HAVE A CLEAR E6RE55 OPENIN<, OF 5.7 50. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: W -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) -1'-0" A.F.F @ W -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT R METER5 ARE 5UB.JEG-F TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 © DRYER VENT, HOOD VENT, 4 EXHAU5 F FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN510N5 ARE TO THE FADE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERNI5E NOTED, M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. Fm LU cn = - - Elevationsm1m, c9 wzI r- Z J Z w o�> z sm� a O U) Q r 4 rr' vai l- U = 0 W raa in az �w (n VE V T- oo ry X g ca 0 .—.( HJ U cu _r s'L. ro Ad AIL eamo? ✓ �! ✓'lyAasd�ia� �o Lm CD P CD to ® b. co cu � X- � CL www.bsbdesign.corn 100 Mair; St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MOR: JD DRAWN: ST CFIECKED: JD INTERIOR ELEVATIONS REDWOOD - LEFT S^i;VE=t�hi9 Lot 137 �.�.�,.. Redwood - Plan 1943 r- H33 H30 NI5 W33 II 1 II i IN ffi- I � I M � 1333 D15 RANGE D15 1333 (: ) Kitchen C cr B Kitchen FULL DEPTH H24 W36 W24 ,I I II II , D D L IILJII B24 FRI06E B24 Kitchen C N 51330 D12 5B30 Bath 2 Q) SHELF ROD 00 O 00 O L1 WA5HER/DRYER vvaundry E Q 5830 51330 Owners Bath TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUG'TION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEC5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUGTURAL. 13. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUS5E5 OR FLOOR J015T5 A5 NOTED ON STRUGTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. WINDOWS: A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGA13LE RE5. GHEGK5. 13. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 53 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT 6R.EATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEI611-I: 8'—O" A.F.F @ (l'-4" PLATE HEI<>HT (U.N.O.) —I'—O" A.F.F @ V-1" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTKIGAL AND MECHANIGAL EQUIPMENT 4 METER5 ARE SUBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK. DRAFT DAMPERS C� DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL CODE. 1-I. DIMEN5ION5 ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR TUDS UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLE55 OTHERWI5E NOTED. w� f FJ!1L1 interior f 1". W WLUi Z tea_ wL(� OCL o O U�JJ (n L F- w 3 LU � C)C, 31�//n� 2-�U V//� cn W p RFs 0 �e www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 lfS91!'.0 JOB NO: 02J14020 PROJ MR JD DRAWN: ST CHECKED: JD INTERIOR ELEVATIONS WILLOW — LEFT Lot 133 Willow - Plan 2059 f C o� 2 (: Building Section UPPER PLATE, 16 ILOOR,- JRA -LL* -O" 4 TYPICAL CONSTRUCTION ASSEMBLIES, A. TYPICAL ROOF CON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY SPECS) OVER. ROOF 51-IEATHIN6 AND ROOF FRAMING PER rURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON STRUGIURAL DRANIN65. G. SLAB ON r RADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER REFER TO 5-rRUGTURAL- EN6INEERIN6 DRANING5, TYP. NINDON5: A. ALL NINDON5 SHALL COMPLY NITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BE=DROOMS TO HAVE A CLEAR L-GRE55 OPENING OF 5:1 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTI-1; SILL I-IE161-1'1- NO -r GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 1)'-0" A.F.F @ q'-4" PLATE 1-IEI6 IT (U.N O.) -1'-0" A.F.F @ b' -I" PLATE FIE 16,11T (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT T METERS ARE 5UBJEC-r TO RELOCATION DUE TO FIELD GONDITION5; CONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, d EXHAU5T FAN5. 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 5TUD5 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 0THERN15E NOTED. M ;ry.. c� 0 0 Lu 0 0 >E CU 0 W c\1 co c-- A a V�Vill �� S DESIGN CD CDN CD --j- CD t— t7 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 5EGTION5 WILLOW - RI61IT Lot 132 Willow - plan 2059 Lu Sections J' 4' U' tY x 1/4" = 1'-0" AT 22x34 Ilb" = 1'-0" AT Ilxll m r-- +0'-0" MAIN FLOOR M ;ry.. c� 0 0 Lu 0 0 >E CU 0 W c\1 co c-- A a V�Vill �� S DESIGN CD CDN CD --j- CD t— t7 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 5EGTION5 WILLOW - RI61IT Lot 132 Willow - plan 2059 �r- v- h0 2 Building Section t i S TYPICAL CONSTRICTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. b. TYPICAL FRAME FLOOR CON5TRUGTION: FIN15H FLOORING ON 5/4" TONGUE R GROOVE FLOOR SHEATHING ON FLOOR TRU55ES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRAPE FLOOR CONSTRUCTION: MONOLITHIG GONGR.ETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGA13LE RES. GHEGKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5. T 50. FT. 1/111TH MIN. PIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD FIE16HT: 8'-O" A.F.F © r1'-4" PLATE HEI6FIT (U.N.0) T -O" A,F.F @ V -I" PLATE HEIGHT (U.N.0) E. ELEC IRIGAL: ALL ELEGTRICAL AND MECHANIGAL EQUIPMENT 4 METER5 ARE 5UBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CON] RAGTOR TO VERIFY. F. FIVAG: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. G. CEMENIITIOU5 FINISH INSTALL PER. LOCAL GORE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 FHERW15E NOTED. op C., 00 Uj .0 X. (D �-'- LO 0 CV C-4 CO GV t9 �- LL_ Q O t- r- 0 17 a a 20 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD BRAWN: ST CHECKED: JD 5EGTION5 REDWOOD - RIGHT Lot 133 Redwood - Plan 1943 Han ly z ( 0 C:) O 00 U) dJ > c_'z LU r,Js J �US U) C., 00 Uj .0 X. (D �-'- LO 0 CV C-4 CO GV t9 �- LL_ Q O t- r- 0 17 a a 20 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD BRAWN: ST CHECKED: JD 5EGTION5 REDWOOD - RIGHT Lot 133 Redwood - Plan 1943 Lm m �t ICY 2 Building Sccti®n PLATE..., FLOORele l PLA_ +O' -O" FLOOR Sections O 2' 4' 1/4" = 1'-0" AT 22x34 Ilb" = 1'-0" AT IIxI 1 TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING 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 .1015T5 A5 NOTED ON 5TRUGTURAL DRAHIN65. G. SLAB ON 6R.ADE FLOOR GONSTRUGTION: MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER REFER TO 5TRUGTURAL ENGINEERING DRAHIN65, TYP. WINDOWS: A. ALL HINDOH5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RES. GHECK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.7 50, FT. WITH MIN. DIMEN5ION OF 24" IN HEIGHT AND 20" IN HUTH; 51LL FIE16FIT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: b' -O" A.F.F @ q'-4" PLATE HE16HT (U.N.O.) 7'-O" A.F.F @ b' -I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UB.JEC'F TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H INS I ALL PER LOCAL CODE. FI. DIMEN51ON5 ARE TO THE FAGS OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE -10 FACE OF GMU OF: SII UDS, UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLE55 OTIIEPH15E NOTE[). rDJ 47 www,bsbdesign.corrm 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5EGTION5 REDWOOD - RIGHTau��_C''vc Lot 134 to `w. 1 Ty4 Redwood - Plan 1943 ou; C1NL XN= o O UG� (n F 4 6j > Lu LU �VS (A al� (n a w rDJ 47 www,bsbdesign.corrm 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5EGTION5 REDWOOD - RIGHTau��_C''vc Lot 134 to `w. 1 Ty4 Redwood - Plan 1943 1 Um MUM 2 Building Section _PLATE_,_ FLOOR_,- +0'-0" FLOO(? � TYPICAL CONSTRUCTION ASSEMBLIES; A. TYPICAL ROOF GOND FRUGTION: SHINGLE OR CONCRETE TILE ROOF (5T(LE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 5/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DR.AHING5. G. SLAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 51 RUG-FURAL ENGINEERING DRAHING5, TYP, HINDOH5: A. ALL HINDOH5 SHALL COMPLY WITH MINIMUM STANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 5U. FT. HITH MIN. DIMEN510N OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F,F © b' -I" PLATE FIE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK. DRAFT DAMPERS @ DRYER VENT, HOOD VENT, i EXHAU5T FANS. G. C.EMENTITIOU5 FIN15H IN5TALL PER LOCAL GORE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF CMU OR 5 UD5 UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERHI5E NOTED. Sections 0 2' 4' 1/4" = 1'-0" AT 2204 Ile)" = 1'-0" AT IIxH m W wZ� .- w Z^ Aga 0 0 �oJ U] Q Y Lii _ I �J > Z Lu oma= hlf{ U) a 1 wU (A � n co .E 1 fuj J � � J ty° LL Ad Awk, a, 0) .. r �-� N!) CD Ll ::j 70 ITX c) •CCS Fm Iv— :E LL 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 SECTIONS BIRGH - RIGHTe>uii_v1N�� c AR D Lot 135 a,7 � Ciro-� � . Birch - Plan 1832 2 Building S�Cfii®n 0 6) UUPPER U� PPER _ MAIN P +0'-O" MAIN FI 1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 51-11NOLE OR GONGRETE TILE ROOF (5 TYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL, 13. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" 'roNGUE R GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES, OR FLOOR J015T5 AS, NOTED ON 5 r RUGTURAL DRAHIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAHING5, TYP. HINDOH5: A. ALL HINDOHS SHALL GOMPLY WITH MINIMUM 1-ANDARDS OUTLINED IN APPLIGABLE RE5. GI-IECK5. B. WINDOW SUPPLIER TO VERIFY A1- LEAN ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. HITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEI61IT NOT GREATER THAN 44" AE30VE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: b' -O" A.F.F cq T-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL_ AND MEGHANIGAL EQUIPMENT 8 METERS AVE 50JEC.T l O RELOCATION DUE TO FIELD CONDITIONS; GONTR.AGTOR TO VE=RIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. G. GEMENTITIOU5 FINISH INSTALL PER LOGAL GORE. 11. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FADE OF CMU OR 5TUD5 UNLE55 OTHERH15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE(5,REE5 UNLE55 OTFIERNI5E NOTED. O IS) jr* BSB DESIGN www.bsbdesign.corrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 81 3 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SECTIONS x- . REDHOOD - LEFT cc �u/i r r�iti� vt�l,tl'liF�i/ Lot 133 Redwood - Plan 1 93 T n Sectiob O w 0 1' 4' CJ' ix d � I/4" = I' -O" AT 2204 Ilb" = 1'-0" AT IIA -1 m r - BSB DESIGN www.bsbdesign.corrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 81 3 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SECTIONS x- . REDHOOD - LEFT cc �u/i r r�iti� vt�l,tl'liF�i/ Lot 133 Redwood - Plan 1 93 aa, O N L Q O �>(, LOv—� U) F L w z� LU in 6 BSB DESIGN www.bsbdesign.corrn 100 Main St. Suite 209 Safety Harbor, Florida 34695 81 3 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST CHECKED: JD SECTIONS x- . REDHOOD - LEFT cc �u/i r r�iti� vt�l,tl'liF�i/ Lot 133 Redwood - Plan 1 93 c a „ Building Section 0 .11 U�_ PPER U-� PPER MAIN .F +0I_0 l -MAIN F TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 511IN6LE OR GONGRETE TILE ROOF (5 TYLE VARIE5, PER COMMUNITY 5PEG13) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 8 GROOVE FLOOD; 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR .101 ST 5 A5 NOTED ON 5 TRUC T URAL DRANING5. G. 5LAB ON GRADE FLOOR GON5 TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR IARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. NINDONS: A. ALL NINDON5 SHALL COMPLY NITFI MINIMUM 5IANDARDS OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAN ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.-1 50. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HEIGHT NOT GREATER THAN 44" AF;OVE FLOOR. G. TYPICAL WINDOW HEAD HEIGFIT: 6'-0" A.F.F @ W-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ V -I" PLATE HEIGHT (U.N0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EOUIPMENT S METER5 ARE 5UBJEGT TO REL OGATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. IjVAG: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5- r FAN5. G. GEMENTITIOU5 FINISH INS TALL 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 OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE(;,REE5 UNLE55 OTHERNI5E NOTED. ;rte R Q LU tiections L O 2' 4' 8' �i a Now 1/4" = 1'-0" AT 22x34Uj I/8" = 1'-0" AT Ilxl7 rn 1-- aii Ila Z) U) U) WZw LZ'y� ALJ oa. aoZ w r N d' w aru Sao waw fad r.)y 00 v in Z_ ru_j cxa U_ A` t 1 yI1 00 •bij°� / �6mM (77) •"�® LWJ U) W c— c- co p,llll�liaaaaaZ� R BSB D I S I G 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: JD 5E6TION5 ;;rein REDNOOD - LEFT Loi 137'�,x'' Redwood - Plan 1943 Iii M. Ma 2 Building Section u-,� PPER PLATE r0'—O" MAIN FLOOR — TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR GONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5-rRUr� ruPAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN1511 FLOORING ON W4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUS5E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRANING5. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRANING5, T -(P. NINDON5: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. CHECKS. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.7 50. FT. KITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: V -O" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) -1'-0" A.F.F ® 64' PLATE HE16HT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EOUIPMENr R METERS ARE SUBJECT TO RELOGATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS 0 DRYER VENT, HOOD VENT, R EXHAUST FANS. G. GEMENTITIOU5 FINISH IN5-TALL PER LOCAL CODE. H. DIMEN51ON5 ARE -1-0 THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF CMU OR 5TUD5 UNLE55 OTFIERN15E NOTED. M. ALL ANGLED PARrITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. www.bsbdesign.corn� 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5EGTION5 WILLOW - LEFT �c Lot Willow - Plan 2059 A5.2UWmL T Z U G J =lY Y W L w�. O O Fla ui W a0 O (n (n Wpb www.bsbdesign.corn� 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MGR: JD DRAWN: ST CHECKED: JD 5EGTION5 WILLOW - LEFT �c Lot Willow - Plan 2059 A5.2UWmL C. GOMMONNALL CK GOMMONNALL i i i i 30A/2P N -3R NP/GPI c � i Great Roo�V.,,. / PROVIDE ADEQUATE SUPPORT \ \' \ PRENIRE \ WP/CFI Lanai I I ' � I I 1 OH �. i 165" / 1f�3 Cafe ! GOAGH LIGHT I I\. Pantry- I i ---- CFI GFI I Y I - ----- rF1 I --- i y Fli o G� I I _ ,�L� Kitchen i I l wrier I ! \ --GFI WFmv 20t--- GFI.-- CFI c>J 30A/2P \ I \ N -3R 2 -Car Garages I I � I I / ELECT. I I ELECT. PANEL i„1E7ER I ® I GFI I L--� ----------------- FIRE -------------FIRE BELL +100" A.F.F. FIRE 5PRINKLFR PUMP / INSTALL PER I / MANUFAGTURE'5 5PEG. L y I F--- GPI �. L — — — — — — — — — — — — � i COACH _ . w — — GOAGH LIGHT LIGHT Main r Electrical O 2' LI-' 5' GOMMONWALL 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT Ilxl-I F i Upper I r i Electrical Plan O 2' 4' f_3' I/4" = 1'-0" AT 2204 Il8" = 1'-0" AT 11xn GOMMONWALL ELECTRICAL KEY ;$ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Hp WEATHERPROOF DUPLEX OUTLET GFI GROUND -FAULT GIRGUIT-INTERRUPTER DUPLEX OUTLET HALF-SHITGHED DUPLEX OUTLET (INSTALL UPSIDE DOWN) ® SPECIAL PURPOSE OUTLET/JUNGTION BOX in: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ®U OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SHITGH � --4 FOUR-WAY SWITGH [ - R RHEO5TAT SNITCH �V' DM DIMMER SHITGH L REINFORCED JUNG TION BOX -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE K� NALL MOUNTED INCANDESCENT LIGHT FIXTURE -[> RECESSED INCANDESCENT LIGHT FIXTURE 0 REGE55ED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE A}- INCANDESCENT LIGHT FIXTURE pr, HI FH PULL CHAIN HO MM3 -WY LIGHT FLUONE56ENT LIGHT FIXTURE FLUORESCENT LIGHT FIORE KITH PULL CHAIN �f TRACK LI6I-11" LIGHT BAR (� EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION O (VENT TO EXTERIOR) ply EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) cH CHIMES F[S]PB PU`'HWITON SNITCH @6 SMOKE DETECTOR DD HEAT DETECTOR co GO DETECTOR ELECTRICAL NOTES: I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GOES 2. PROVIDE AND INSTALL GROUND FAULT GIRGUIT-INTERRUPTERS (CFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. ALL 120 -VOLT, SINGLE PHASE, 15 -620 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVING AREAS SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTEGTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. 5. HVAC, GONTPAGTOR TO VERIFY THERMOSTAT LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ANI= SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. T 5HITGHE5 AND CIRCUITS FOR OPTIONAL ELECTRICAL NOT SHOWN, COORDINATE LOCATIONS WITH BUILDER. 8. NO DISPOSAL N/ 5EPTIG SYSTEM. 9. CONNECT SMOKE DETECTOR AHEAD OF ALL 5HITGHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER 50 THAT AN ALARM IN ANY DETECTOR HILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 11. PROVIDE FLUSH MOUNTED NALL 5NTTCH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT -12" AFF. SEE MANUFA6TURER5 RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 12 PRENIRE FOR GAPAGE DOOR OPENER. 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC A6GE55. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS HITH GENERAL CON]RAGTOR. 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DI56ONNECT SHITGH A5 FOLLON5, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -H 30A/2P/30AF. = 3/4"C -- 2#10, I#IOGND. 15. CONNECT TO RESPECTIVE UNIT PANEL. PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/GARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM 15 CHOSEN CARBON MONOXIDE DETECTOR c05D AND SMOKE DETECTOR ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: THERMOSTAT 5NITGHES OVER COUNTER .......... 46" TO GL L SPEAKER NALL OUTLETS OVER COUNTER ....... 48" TO GL PH TELEPHONE REMAINING 5NITGHE5 ............. 48" TO GL H COMPUTER NALL OUTLETS ............. ..... 12"TO CL TELEV15ION BATH VANITY BRACKET OUTLET (I" ABOVE TOP OF MIRROR) ...... 80" TO GL' 2 ELECTRIC METER NATER SOFTENER AND SUMP OUTLETS 48" TO GL �;I ELECTRIC PANEL TELEPHONE OUTLETS ... . . . ........ 12" TO CL TEL EVI510N OUTLETS .............. 12" TO GL CEILING FAN EXTERIOR GFI OUTLETS ............. 12" TO CL (PROVIDE ADEQUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL BASEMENT NALL OUTLETS .......... 48"TO GL CEILING FAN WITH INCANDESCENT FRONT DOOR COACH LIGHT .........'12" TO GL LIGHT FIXTURE GARAGE DOOR COAGFI LIGHT, T r (PROVIDE ADEQUATE SUPPORT) (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" -TO BTM DINING AND DREAK,FAS'T FIXTURE .....OF FIXTURE 9C, " TO BTM FOYER AND S;TAIRHAY FIXTURE ......OF FIXTURE THERMOSTAT ................... 54"TO GL DOORBELL CHIMES ............... 84" TO GL LEVEL N/ DOORBELL BUTTON ...............DR HANDLE KITGHEN HOOD FAN "WHIP" ..........66" TO GL KITCHEN HALL HUNG MICRONAVE OUTLET ....................... 16"TO GL KITCHEN D151INA5HER RECEPTACLE ... UNDER SINK KITGHEN RANGE .................. 24" TO CL KITGHEN REFRIGERATOR ...........60" TO CL WA5HER/DRYER OUTLET ............ 48" TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" i HIM ADDITIONAL ELEGTRIGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM GAU5E5 THE ALARM IN ALL 5MOKE ALARMS TO SOUND. It T 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. ITEM 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO 'ALcjCjj ALS MUST BE MOUNTED AT LEAST 4" FROM 51DENALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12' FROM CEILING ON NALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFCI PROTECTED BRANCH GIRCUITS SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEG 2008 210-1215 REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS 5PEGIFIED IN NEG 2008 210.52 SHALL BE LISTED TAMPER-RE515TANT REGEPTAGLE5 PER NEC 2008 406 -II REQUIREMENT5. m i1u 6. 5HITGII AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 7, ADDITIONAL ELECTRICAL OUTLETS (5NITGHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN lam OUTLETS, RECE55ED CANS, PENDANT LIGHTS, UNDERCABINET LIGHTS, ETC.) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER.''1'i Room 8, PHONE AND TV OUTLETS AS INCLUDED ON THE DRANIN65 SHOULD BE CONSIDERED AS GENERAL ACTUAL OUTLET QUANTITIE5 AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE MEMO BUILDER. Alternate am L w11 �zJ OCL O O 60 U I 4,a Ho AIII AFmqL Ad Ad8hk 0 O 0 N Q) O J N a7 CID N V_ C:) O N U) a `= r– � C:) n OF ��ullll� BSB DESIGN www.bsbdesiln.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J 14020 PROJ MR: JD DRAWN: ST CHECKED: JD ELEGTRIGAL PLAN ALTERNATE ELEVATION WILLOW - RIGHT L01 I Willow - Plan 2059 E2.1 UW=R CE GOMMONNALL I 3OA/2P N -3R FIRE BELL +100" A.F.F. - INSTALL PER MANUFAGTURE'5 5PEG. I Main Floor I GOAGH L 16HT I �L GOMMONNALL Electrical O 2' 4' 8' 1/4" = 1'-0" AT 2204 Ampm%mmml� I/8" = 1'-0" AT IIxH GOMMONNALL I GFI I COACH LI6HT I I GOMMONNALL GOMMONNALL I I� I I I I II I i I GOMMONNALL GOMMONNALL ---------- I I i I I I I II I I I I II I I I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX GONVENIENGE OUTLET SMOKE DETEGTOR5 AS REQUIRED BY NATIONAL I I I FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER I Upper Floor Electrical Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIXI1 GOMMONNALL ELECTRICAL KEY ELECTRICAL NOTES: AM ANkk cn ■ Lm Lm CD CV O Lm CJ) r~ F-,- Qj C7 AppmqL - LO O 67 00 C\l (,.C) i U-- C] O U) = 'CQ O r � CL Til 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 ELEGTRIGAL PLAN�Irvi� ALTERNATE ELEVATION REDWOOD - R16HT�1Nf-��R� Lot 133 Redwood - Plan 1943 SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX GONVENIENGE OUTLET SMOKE DETEGTOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL �NP NEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT �=6FI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (CFI) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELEGTRIG CODE (NEG) AND MEETING HALF-SHITGHED DUPLEX OUTLET THE REQUIREMENT5 OF ALL GOVERNING CODES. (INSTALL UPSIDE DONN) 3. ALL 120 -VOLT, SINGLE PHASE, I5 -420 -AMPERE BRANGH GIRGUIT5 SUPPLYING OUTLETS ® 5PEGIAL PURP05E OUTLET/JUNGTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS :a DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT �M 220 VOLT OUTLET GIRGUIT INTERRUPTER, COMBINATION TYPE TO 220V PROVIDE PROTECTION OF THE ENTIRE BRANCH ® OVERHEAD DUPLEX GIRGUIT PER CODE. 4. ELEGTRIGAL GONTRAGTOR TO PROVIDE NALL 5WITGH REQUIRED DIRECT HOOK-UP5/GUTOFF5. �-3 THREE -NAY 5NITGH 5. HVAC, GONTRAGTOR TO VERIFY THERMOSTAT I " 4 FOUR-WAY 5WITGH LOCATIONS. 6. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT R RHEOSTAT 5NITGH (I.E. FURNACES, A/C, UNITS, ELECTRICAL PANELS, DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HEATERS) ARE SUBJECT TO REINFORGED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. 1. 5NITGHE5 AND GIRGUIT5 FOR OPTIONAL CEILING MOUNTED INGANDE5GENT ELEGTRIGAL NOT 5HONN, COORDINATE LIGHT FIXTURE LOGATION5 KITH BUILDER. NALL MOUNTED INGANDE5GENT 8• NO DISPOSAL N/ SEPTIC, SYSTEM. LIGHT FIXTURE q. CONNECT SMOKE DETECTOR AHEAD OF ALL SNITGHING AND GFI DEVICES. MAINTAIN 36" Q REGE55ED INCANDESCENT LIGHT FIXTURE CLEARANGE FROM HVAC, SUPPLY GRILLES. TIE REGE55ED ADJUSTABLE EYEBALL ALL DETEGTOR5 TOGETHER SO THAT AN INGANDE5GENT LIGHT FIXTURE ALARM IN ANY DETECTOR HILL CAUSE ALL (� INGANDE5GENT L16HT FIXTURE DETEGTOR5 IN THAT UNIT TO SOUND. 7 PG KITH PULL CHAIN 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. EAVRWNRY LIGHT 11. PROVIDE FLUSH MOUNTED NALL 5WITGH TO _ > SERVE AS AIR HANDLING UNIT DISCONNECTING Lc -------SJ FLUORE56ENT LIGHT FIXTURE MEANS. MOUNT AT 72" AFF. SEE FLUORE5GENT LI6HT FIXTURE MANUFAGTURER5 RECOMMENDATION PRIOR TO F- WITH PULL CHAIN ROUGH - IN. CONNECT COMPLETELY. 12. PRENIRE FOR GARAGE DOOR OPENER. TRACK LIGHT 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V F,3 a w LIGHT BAR OUTLET NEAR EACH ATTIC, AGGE55. CONNECT Q EXHAUST FAN (VENT TO EXTERIOR) TO A550GIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL GONTRAGTOR. Flu EXHAUST FAN/LIGHT COMBINATION 14. CONDEN51N6 UNIT CONNECTION. PROVIDE NEMA (VENT TO EXTERIOR) 3R DI56ONNECT 5NITGH AS FOLLON5, AND EXHAUST FAN WITH HEAT LAMP GONNEGT TO RE5PEGTIVE TENANT PANEL. SEE (VENT TO EXTERIOR) MANUFAGTURER RECOMMENDATION PRIOR cH CHIMES ROUGH - IN. CONNECT COMPLETE. HpB PUSHBUTTON 5WITGH HP -N 30A/2P/30AF. = 3/4"G - 2#10, I#IOGND. so SMOKE DETECTOR 15. CONNECT TO RESPECTIVE UNIT PANEL. Ho HEAT DETECTOR PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/GARBON MONOXIDE DETEGTOR IF co CO DETECTOR OPTIONAL BEDROOM 15 CHO5EN ® CARBON MONOXIDE DETECTOR co.sD AND 5MOKE DETECTOR ELECTRICAL DEVIGE5: ABOVE FINISHED FLOOR: 0 TFIERM05TAT 5NITGHE5 OVER COUNTER .......... 48" TO GL �s SPEAKER NALL OUTLETS OVER COUNTER ....... 48" TO GL PH TELEPHONE REMAINING 5NITGHE5 ............. 48" TO GL 4 COMPUTER NALL OUTLET5 .................. 12" TO GL TELEV15ION BATH VANITY BRAGKET OUTLET (I" ABOVE TOP OF MIRROR) ... , ..80" TO GL'2 0 ELEGTRIG METER HATER SOFTENER AND SUMP OUTLETS 48" TO GL ® ELECTRIC, PANEL TELEPHONE OUTLETS ........... ...I2"TO GL TELEVISION OUTLETS .............. 12" TO GL CEILING FAN EXTERIOR 6FI OUTLETS ............. 12" TO GL (PROVIDE ADEQUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL BASEMENT NALL OUTLETS .......... 48" TO GL CEILING FAN WITH INCANDESCENT FRONT DOOR GOAGH LIGHT .........12" TO GL LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GARAGE DOOR GOAGH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE ..... OF FIXTURE q6" TO BTM FOYER AND STAIRNAY FIXTURE ...... OF FIXTURE THERMOSTAT ................... 54"TO GL DOORBELL GHIME5 ...............84" TO GL LEVEL W/ DOORBELL BUTTON ...............DR HANDLE KITCHEN HOOD FAN "NHIP............ 66" TO GL KITCHEN WALL HUNG MIGRONAVE OUTLET ...................... 16"TO 61- LKITCHEN KITCHEN1)I5HHA5HER RECEPTACLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL KITCHEN REFRIGERATOR ........... 60" TO GL NA5HER/DRYER OUTLET ............ 48"TO GL GL = GENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RA15ED 4" ADDITIONAL ELEGTRIGAL NOTES: 1. ALL SMOKE ALARMS NITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM CAU5E5 THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2, ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. lam 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY RE615TER AND ALL DOORS TO BATHROOMS. AL5 MUST BE MOUNTED AT LEAST 4" FROM 5IDENALL IN CEILING OR TOP TO BE BETHEEN 4" AND 12' aD FROM CEILING ON NALL MOUNTED. CD 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFCI PROTEGTED BRANGH GIRGUIT5 SHALL BE COMBINATION TYPE ARG -FAULT GIRGUIT INTERRUPTERS PER NEG 2008 212-12B REQUIREMENT5. low 5. ALL DNELLIN6 UNIT REGEPTAGLE OUTLETS 5PEGIFIED IN NEC 2008 210.52 SHALL BE L15TED TAMPER-RE51STANT REGEPTAGLE5 PER NEC 2008 406-11 REQUIREMENT5. 6. SNITCH AND RECEPTACLE LOGATION5 MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. U 1. ADDITIONAL ELEGTRIGAL OUTLETS (5NITGHE5, REGEPTAGLE5, FLOOR OUTLETS, CEILING FAN Rum OUTLETS, REGE55ED GANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC.) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. ! ifflu 8. PHONE AND TV OUTLETS A5 INGLUDED ON THE DRAWINGS SHOULD BE CONSIDERED AS GENERAL ft AGTUAL OUTLET QUANTITIE5 AND LOCATIONS PER EAGH UNIT SHALL BE 5PEGIFIED BY THE BUILDER. Alternate CL AM ANkk cn ■ Lm Lm CD CV O Lm CJ) r~ F-,- Qj C7 AppmqL - LO O 67 00 C\l (,.C) i U-- C] O U) = 'CQ O r � CL Til 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 ELEGTRIGAL PLAN�Irvi� ALTERNATE ELEVATION REDWOOD - R16HT�1Nf-��R� Lot 133 Redwood - Plan 1943 4 z Q Oco U) LY U W _ > u `U a F- W F,3 a w e - W W U U AM ANkk cn ■ Lm Lm CD CV O Lm CJ) r~ F-,- Qj C7 AppmqL - LO O 67 00 C\l (,.C) i U-- C] O U) = 'CQ O r � CL Til 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 ELEGTRIGAL PLAN�Irvi� ALTERNATE ELEVATION REDWOOD - R16HT�1Nf-��R� Lot 133 Redwood - Plan 1943 GOMMONWAL L I I I FIRE BELL +100" A.F.F. - IN5TALL PER MANUFAGTURE'5 5PEG. I Main Floor 30A/2P N -3R GOAGH LIGHT I Electrical Pian- o 21 41 E5 1/4" = 1'-0" AT 2204 GOMMONWALL I/8" = 1'-0" AT HAI GOMMONWALL I I I FI FI I I FI 1 I GFI I GOAGH LIGHT I I I GOMMONWALL CL COMMONNALL I I II I I I I II I I I I I C� GOMMONWALL CL COMMONWALL I I I ---------------------------------------------II I I I I I II I I I I I II I o I .\ I I \ I wners I I Suite I IDE ADEQUATE SUPPORT\ Iv PREWIRE J, 1 -----------L —� � I if taw _ t- I a� - ; ; O Laundry I I I Ir---------- I I0 220I � - /\P6 I - - - , I I I I ----------/ / B tl1 2 <\�4/ ® G GFI -------------- I ADEQUATE SUPPORT PREWIRE I°00I`t`1 PROVIDE ADEGUATE SUPPORT PREwIRE I 1 \ I I I I � I Bedroom 3 I I Upper Floor I Electrical = I' -O" AT 2204 j I/8" = 1'-0" AT 1IxI-1 GOMMONWALL ELECTRICAL KEY ELECTRICAL NOTES: � SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED [1:t): DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REGiUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND www DUPLEX OUTLET ABOVE COUNTER MEETING THE REOUIRLMENTS OF ALL kD'Wi, WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT GFI GROUND -FAULT CIRCUIT -INTERRUPTER GIRGUIT-INTERRUPTER5 (CFI) AS REG2UIRED BY DUPLEX OUTLET NATIONAL ELEGIRIG CODE (NEC) AND MEETING HALF -SWITCHED DUPLEX OUTLET THE REOUIREMEN1­5 OF ALL GOVERNING CODES. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, 51N6LE PHASE, I5-420-AMPE-RE BRANCH GIRCUII5 SUPPLYING OUTLETS SPECIAL PURPOSE OUTLET/JUNGTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A L15TEU ARG -FAULT <a 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION TYPE TO 22DV PROVIDE PROTECTION OF THE ENTIRE BRANCH OVERHEAD DUPLEX C IRCUIr PER CODE. v 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL SWITGH REOUIRED DIRECT HOOK. UPS/GUTOFF5. -I I-IREE-WAY SWITGH 5. HVAC GON rRAGI-OR l0 VERIFY THERMOSTAT 5 LOCATIONS. L [--4 FOUR-WAY SWITCH 6. ALL ELEGI-RIGAL AND MECHANICAL E«UIPME=NT R RHEOSTAT 5WITGH (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM DIMMER 5WITGH WATER HEATERS) ARE SUBJECT TO Q REINFORGED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. -1. SWITGHE5 AND GI RGUI 15 FOR OPTIONAL {�} CEILING MOUNTED INCANDESCENT ELECTRICAL NOT SHOWN, COORDINATE w LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INCANDESCENT S• NO DISPOSAL W/ SEPTIC SYSTEM. LIGHT FIXTURE `-1. CONNEG'I' 5MOKE DETECTOR AHEAD OF ALL Q0 AND GFI DEVICE --S. MAINTAIN 36" TLASWITGHING RECE55ED INCANDESCENT LIGHT FIXTURE CLEARANGE FROM HVAC SUPPLY GRILLES.'IIE PEGE55ED ADJUSTABLE EYEBALL ALL DETEGTOR5 TOGETHER SO THAT AN _�6 INGANDESCEN'r LIGHT FIXTURE ALARM IN ANY DETECTOR WILL CAUSE ALL J� INCANDESCENT LIGHT FIXTURE DETECTORS IN THAT UNIT TO SOUND. 'T F( WITH PULL CHAIN 10. PROVIDE FAN RATED DOX WITH BLANK COVER ave FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. M�F�dWY LI61IT 11. PROVIDE FLUSH MOUNTED WALL 5WITGH TO SERVE AS AIR HANDLING UNIT D15GONNEGTIN6, FLUORESCENT LIGHT FIXTURE MEANS MOUNT AT -12' AFF. SEE I FLUORESCENT LIGHT FIXTURE MANUFAG:IURER5 RECOMMENDATION PRIOR TO ' ROUGH - IN. GONNECr COMPLETELY. WITH PULL CHAIN 12. PR.EWIRE FOR GARAGE DOOR OPENER. TRACK LIGHT 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V LIGHT BAR. OUTLET NEAR EACH KI -1-16 ACCESS. CONNECT (� EXHAUST FAN (VENT TO EXTERIOR) TO A550GIArEO TENANTS PANEL. VERIFY LOGA*HON5 WITH GENERAL GONTRACTOR. EXHAUST FAN/LIGHT COMBINATION 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA (VENT TO EXTERIOR) -JP 015CONNECI" 5WITGH A5 FOLLOWS, AND EXHAUST FAN WI rN HEAT LAMP CONNECT TO RESPECTIVE -TENANT PANEL. SEE (VENT TO EXTERIOR) MANUFACTURER RECOMMENDATION PRIOR cll CHIMES ROUGH - IN. CONNECT COMPLETE. �OPB PU51113UTTON 5WITGII HP -W 30A/2Pl30AF. = 3/4"G - 2#10, 1#I06ND. 1�0SMOKE DETECTOR 15. CONNEGT TO RE5PEGTIVE UNIT PANEL. COD HEAT DETEGTOR PROVIDE 5MOKE DETECTOR AND COMBINATION SMOKE/GAR'DON MONOXIDE DETECTOR. IF (00 CO DETECTOR OPTIONAL BEDROOM 15 CHOSEN ® GARBON MONOXIDE DETECTOR co.SD AND SMOKE DETECTOR ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: (� THERMOSTAT 5WI7GHE5 OVER GOUNI-ER .......... 4D" TO CL (� SPEAKER WALL OUTLETS OVER COUNTER ....... 4b" TO CL Ptl TELEPHONE REMAINING 5WITGHE5 ............. 4b" TO GL 4 COMPUTER. WALL OUTLETS .................. 12" TO CL iv TELEV15ION BATH VANITY BRAGKET OUTLET (I" ABOVE TOP OF MIRROR) ...... bollToCL'2 ELECTRIC METER WATER SOFTENER AND SUMP OUTLETS /lb"TO GL 1=� ELECTRIC PANEL TELEPHONE OUTLETS ..............12" TO CL TELEVISION OUTLETS .............. 12"TO CL CEILING FAN EXTERIOR GFI OUTLETS ............. 12" TO CL (PROVIDE ADEQUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 4F>" TO GL BASEMENT WALL OUTLETS .......... 48"TO GL CEILING FAN WITH INGANDE5GENT FRONT DOOR GOAGH LIGHT ......... "12" TO CL '- r LIGHT FIXTURE (PROVII>E ADECtUATE SUPPORT) GARAGE DOOR COACH LIGHT, (AE3OVE GARAGE FLOOR) ....... F34" TO CL 64" TO BTM DINING AND BREAKFA5T FIXTURE= ..... OF FIXTURE 116" TO BTM FOYER AND SI'AIRWAY FIXTURE ...... OF FIXTURE THERMOSTAT ...................54" TO CL DOORBELL CHIMES ............... b4" TO CL LEVEL W/ DOORBELL BUl-ION ............... DR HANDLE KITCHEN HOOD FAN "WHIP" ..........66" TO GL KITCHEN WALL HUNG MIGROWAVE OUTLET ...................... 16"TO CL KITCHEN DISHWA51-IER RECEPTAGLE ... UNDER SINK. KITCHEN RANGE .................. 24"TO CL KITCHEN REFRIGERATOR ...........60" TO GL WA5HER/DRYER OUILET ............ 4b" 7O GL CL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL ELEGTRIGAL NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARM5 TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EOUIPPED WITH BATTERY BACKUP. 3. ALL 5MOKE ALARM5 TO BE 3' FROM SUPPLY FEG15TER AND ALL DOORS TO BATHROOM5. AL5C MUST BE MOUNTED AT LEAST 4" FROM 51DEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12' FROM CEILING ON WALL MOUNTED. �' III, 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NUN-GFGI PROTECTED 13RAFIGI-I CIRCUITS SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEC 200b 210-12B REOUIREMEN75. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2006 210.52 5HALL BE LISTED TAMPER-RESISTANT RECEP7ACLE5 PER NEC, 2005 406-11 REOUIREMENT5. 6. 5WI TGH AND RECEPTACLE LOGATION5 MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD GONDITION5.h. 1. ADDITIONAL ELECTRICAL OUTLETS (5WIT6HE5, RECE=PTACLES, FLOOR OUTLETS, CEILING FAN OUrLET5, RECE55ED CANS, PENDANr LIGHTS, UNDERGABINET LIGHTS, ETG.) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. 6. PHONE AND TV OUTLETS AS INGLUDED ON THE DRAWINGS SHOULD BE CONSIDERED AS GENERAL, ACTUAL OUTLET CgUANTITIE5 AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. mi Alternate El1110I sw wk CL � www <a v Hz o aU� w m Q0 _�6 OrE ave CC �sU ISI Sao Z 2 0 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02JI4020 PROJ MGR: JD DRAWN: 'r CHECKED: JD ELEGTRIGAL PLAN ALTERNATE ELEVATION REDWOOD - RIGHT�� U�j Lot 134 Redwood - Plan 1943 E2.1 U11mmR Ck GOMMONWALL I I I I I Ck GOMMONWALL Ck GOMMONWALL I I 30A/2P N -3R OAGH �' — — _ r GOAGH LIGHT LIGHT FIRE BELL +100" A.F.F. - INSTALL PER MANUFAGTURE'5 5PEG. Main Floor Electrical Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 116' = 1'-0" AT I M I I GOMMONWALL GOMMONWALL I 1 1 I II I II I I I I Ck GOMMONWALL i I I I I I I I I I i Ck GOMMONWALL Upper Floor Electrical Plar O 2' 4'IN MINNIE ' I/4" = I'-0" AT 22x34 Ile)" = 1'-0" AT IIA -1 i Ck GOMMONWALL ELECTRICAL KEY ELECTRICAL. NOTES: SINGLE POLE OUFLET I. PROVIDE AND INSTALL LOGALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS A5 REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REOUIREMENT5 OF ALL WEATHERPROOF DUPLEX OUTLET GOVERNING CODES " WP 2. 1='F;OVIDE AND INSTALL GROUND FAULT GFI GROUND -FAULT GIRGUIT-INTERRUPTER CIR0I1--INTERRUPTER5 (GFI) AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENT5 OF ALL GOVERNING CODES. (INSTALL UP51DE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE ® SPECIAL PURPOSE OUTLET/JUNCTION BOX BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN PHELLING UNIT LIVING AREAS ti DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT GIRGUIT INTERRUPTER, COMBINATION TYPE TO POE220V220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH L CIRCUIT PER CODE. OVERHEAD DUPLEX 4. ELECTRICAL CONTRACTOR TO PROVIDE f✓�q LLw`< �-�- WALL SWITCH REQUIRED DIRECT HOOK-UPS/CUTOFFS. 4 g 5. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4 MTHREE-WAY 5WITGH z LOCATIONS. o O ,U 4 FOUR-WAY SWITCH 6, J ALL ELECTRICAL AND MECHANICAL EQUIPMENT P: RHEOSTAT 5WITGH (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, wuj Z DIMMER SI 117CT1 SANITARY SUMP PITS, DRAIN TILE SUMP, AND Ct DM WATER HEATERS) ARE SUBJECT TO 1.0 REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. 1m ria T 5WITGHE5 AND CIRCUITS FOR OPTIONAL a I MOON ED INCANDE5GENT ELECTRICAL L A ON WI LO SHOOHN, COORDINATE LIGHT FI o WALL MOUNTED INCANDESCENT S. NO DISPOSAL W/ SEPTIC, SYSTEM. LIGHT FIXTURE q. CONNECT SMOKE DETECTOR AHEAD OF ALL 5WITGHING AND GFI DEVICES, MAINTAIN 36" REGE55ED INCANDESCENT LIGHT FIXTURE CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE ALARM IN ANY DETECTOR WILL CAUSE ALL INGANDE5GENT LIGTrT FIXTURE DETECTORS IN THAT UNIT TO SOUND. r. pC WITH PULL CHAIN 10. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. MFFF IWY LIGHT 11. PROVIDE FLUSH MOUNTED WALL 5WITGH TO SERVE AS AIR HANDLING UNIT D15GONNECTIN6 FLUORESCENT LIGHT FIXTURE MEANS. MOUNT AT -12" AFF. SEE L.______-�J " FLUORESCENT LIGHT FIXTURE MANUFACTURERS RECOMMENDATION PRIOR TO WITH FULL CHAIN ROUGH - IN. GONNEGI COMPLETELY. W - 12. PREWIRE FOR GARAGE DOOR OPENER. TRAGK LIGHT � I✓. PROVIDE KELE» I-ULLGHAIN FIXTURE AND 120V i :t LIGHT BAR OUTLET NEAR EACH A I HG ACCESS. CONNECT I TO ASSOCIATED TENANTS PANEL. VERIFY (� EXHAUST FAN (VENT TO EXTERIOR) ° LOCATIONS WITH GENERAL CONTRACTOR. _ EXHAU5T FAN/LIGI TT COMBINATION 14. CONDENSING UNIT GONNEGTION. PROVIDE NEMA (VENT 70 EXTERIOR) 3R DISCONNECT 5WITGH AS FOL LOWS, AND e EXHAUST FAN WITH HEAT LAMP CONNECT 70 RESPECTIVE TENANT PANEL. SEE fn (VENT TO EXTERIOR) MANUFACTURER RECOMMENDATION PRIOR FZ cll CHIMES ROUGH - IN. CONNED"F COMPLETE. Q UPB 6 PU5HBUTTON 5WITGH HP -W 30A/2P/30AF. = 3/4"G - 2#10, 11110GND. 4�J Z11 1 " (sDSMOKE DETECTOR 15. CONNECT TO RESPECTIVE UNIT PANEL. CD HEAT DETEGTOR PROVIDE SMOKE DETECTOR AND COMBINATION 5MOKE/CARBON MONOXIDE DETECTOR IF �� GO DETECTOR OPTIONAL BEDROOM IS CHOSEN GARDON MONOXIDE DETECTOR ® CO.sD AND SMOKE DETECTOR ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: Q) THERMOSTAT 5WITGHE5 OVER COUNTER .......... 4Z" TO CL �j SPEAKER WALL OUTLETS OVER COUNTER ....... 4W TO GL PII TELEPHONE REMAINING 5WITGHE5 ............. 4W TO GL I® GOMPUTER WALL OUTLETS .................. 12" TO GL TELEVISION BATH VANITY BRACKET OUTLET (I" ABOVE TOP OF MIRROR) ...... b0" TO GLZ ' ELEGTRIG METER WATER SOFTENER AND SUMP OUTLETS 4b" TO GL ELEGTRIG PANEL TELEPHONE OUTLETS .............. 12"TO GL AFAM TELEVISION OUTLETS .............. 12" TO GL CEILING FAN EXTERIOR GFI OUTLETS ............. 12" 70 GL m (PROVIDE ADEQUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL BA5EMENT WALL OUTLETS .......... 40" TO GL CEILING FAN WITH INGANDESGENT FRONT DOOR COACH LIGHT ......... 12" TO GL _ LIGHT FIXTURE GARAGE DOOR GOAGH LIGNF, Y (PROVIDE ADEQUATE SUPPORT) (ABOVE GARAGE FLOOR) ....... 84" TO GL 0 64" 7O DFM CD DINING AND BREAKFAST FIXTURE ..... OF FIX TURE C7 q6" TO BTM N FOYER AND 5TAIPHAY FIXTURE ...... OF FIXTURE0-4 THERMOSTAT ...................54"70 GL DOORBELL GHIME5 ............... 84" 7O GIL LEVEL NCAWOLD DOORBELL BUTTON ...............DR HANDLE CD KITCHEN HOOD FAN "WHIP" .......... 66" -TO GL KITCHEN WALL HUNG MICROWAVE J C0 OUTLET ....................... 16"TO CL KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK _ KITCHEN RANGE .................. 24" TO GL KITCHEN REFRIGERATOR ........... 60" TO GL 0 coCCS WA5HER/DRYER OUTLET ............4W TO GL r :t-- C> Co s GL = CENTER LINE CL I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" p ADDITIONAL ELECTRICAL NOTE5: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL 5MOKE ALARMS 70 SOUND. { 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP.�SKI%II �y 3. ALL SMOKE ALARM5 -TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS 70 BATHROOM5. AL5G MUST BE MOUNTED AT LEAST 4" FROM 51DEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12' FROM CEILING ON WALL MOUNTED. BSB 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTECTED BRANCH GIRGUITS DESIGN SHALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEG 200th 210-12D REQUIREMENTS. www.bsbdesign.001T1 5. ALL DWELLING UNIT REGEPTAGLE OUTLETS SPECIFIED IN NEG 2006 21052 SHALL BE LISTED 100 Main St. Suite 209 TAMPER-RE5157ANT RECEPTACLES PER NEG 200b 406-11 R.EOUIREMENTS. Safety Harbor, Florida 34695 813 265 4808 6. 5WITGH AND REGEPFACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FR.AMIN6 AND MA50NRY FIELD CONDITIONS. JOB NO: 02J 14020 PROJ MGR: JD 1 ADDITIONAL ELECTRICAL OUTLETS (5WrrGHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN DRAWN: ST CHECKED: JD OUTLETS, R.EGE55E1) CANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC.) MAY BE PRESENT A5 mEmm ELEG TRIGAL FLAN E,UIL(� OPTIONS OFFERED BY THE BUILDER. „ ALTERNATE ELEVATIO n 1S' ti. PHONE AND TV OUTLETS A5 INCLUDED ON THE DRAWIN65 SHOULD BE CONSIDERED A5 GENERAL BIRGI-1 - RIGHT ACTUAL OUTLET GUANTITIE5 AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED E3Y THE BUILDER. `x,, Lot 135 Birch - Plan 1332 Alternate Its C� GOMMONNALL I GOMMONWALL I I GOAGH LIGHT I GOAGH LIGHT Main Floo -1 ijOr f1 :T. =R / I _ � I FIRE BELL +100" A.F.F. - INSTALL PER MANUFAGTURE'5 5PEG. I IElectrical Plan O 2' 4' Pte' IN mmm 1/4" = 1'-0" AT 2204 GOMMONNALL m = 1/8" = 1'-0" AT IIx11 I I GOMMONNALL GOMMONNALL -----r------------------------- I I ' Porch I CL GOMMONNALL i I GOMMONNALL Jpper Floor Electrical Plar I I I i I O 2, 4' b' MEN c� I/4" = 1'-0" AT 22x34 I/8" - 1'-0" AT IIxl1 GOMMONNALL ELECTRICAL KEY ELECTRICAL NOTES: SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY GERTIFIED �(� DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REQUIRED BY NATIONAL haw FIRE PROTECTION ASSOCIATION (NFPA) AND kav DUPLEX OUTLET- ABOVE COUNTER MEETING THE REWIREMENT5 OF ALL r WEAT TIERPROOF DUPLEX OUTLET GOVERNING CODES WP oa� 2. PROVIDE AND INSTALL GROUND FAULT i�SFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (CFI) AS REOUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5WII-GHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING GODE5. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHA5E, 15 -420 -AMPERE BRANCH GIRGUIT5 5UPPLYING OUTLETS SPECIAL PURPOSE OUTLET/JUNGr ION BOX INSTALLED IN DWELLING UNIT LIVING AREAS :Ej DUPLEX OUTLET IN FLOOR SHALL BE PROTE(. FED BY A LISTED ARG-FAULT F� 220 VOLT OUTLET GIRGUIT INTERRUPTER, COMBINATION TYPE TO r 220V PROVIDE PROTECTION OF THE ENTIRE BRANCH OVERHEAD DUPLEX CIRCUIT PER GODS. 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL 5WITGH REQUIRED DIRECT HOOK-UP5/GUTOFF5. f THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERMOSFAT 3 �A 4 FOUR-WAY SNITCH LOCATIONS.6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT - R RFIE05TAT 5WITGH (I.E. FURNAGE5, A/C UNITS, ELECTRICAL PANELS, DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM o WATER HEATERS) ARE SUBJECT TO REINFORCED JUNCTION BOX RELOGATION DUE TO FIELD CONDITIONS. 7. 5WITGHE5 AND CIRCUITS FOR OPTIONAL CEILING MOUNTED INCANDESCENT ELECTRICAL NOT 5HOWN, COORDINATE >✓ LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INCANDESCENT 8- NO DISPOSAL W/ SEPTIC SYSTEM. LIGHT FIXTURE Cl. CONNECT SMOKE DETECTOR AHEAD OF ALL ii > SWITGHING AND GFI DEVICES. MAINTAIN 36" REGE55ED INCANDESCENT LIGHT FIXTURE CLEARANCE FROM HVAC SUPPLY GRILLES. TIE RECESSED ADJUSTABLE EYEBALL ALL DETECTORS TOGETHER 50 THAT AN INCANDESCENT LIGHT FIXTURE ALARM IN ANY DETECTOR WILL CAUSE ALL INCANDESCENT LIGHT FIXTURE DETECTORS IN THAT UNIT TO SOUND. -(>PO WITH PULL CHAIN 10. PROVIDE FAN RATED BOX WITH BLANK COVER �JZ FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. MffRWWY LIGHT II. PROVIDE FLUSH MOUNTED WALL 5WITGH TO SERVE AS AIR HANDLING UNIT DISCONNECTING saw FLUORESCENT LIGHT FIXTURE MEANS. MOUNT AT 72" AFF. SEE FLUORESCENT LIGHT FIXTURE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH IN. CONNECT COMPLETELY. WITH PULL CHAIN - Na 12. PPENIRE FOR GARAGE DOOR OPENER. TRACK LIGHT 13. PROVIDE K LE 5 PULLGHAIN FIXTURE AND 120V LIGHT BAR OUTLET NEAR EACH ATTIC ACCESS. CONNECT Q EXHAUST FAN (VENT TO EXTERIOR) TO A550CIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL GONTRAGTOR. EXHAUST FAN/LIGHT GOMBINATION 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA (VENT TO EXTERIOR) 3R DISCONNECT 5WITGH A5 FOLLOW5, AND pity EXHAUST FAN WITH HEAT LAMP CONNECT TO RESPECTIVE TENANT PANEL. SEE "p�j (VENT TO EXTERIOR) MANUFACTURER RECOMMENDATION PRIOR cH CHIMES ROUGH - IN. GONNEGT COMPLETE. WPB PUSHBUTTON 5WITGH HP -W 30A/2P/`3OAF. = 3/4"G - 2#10, 1#I06ND. (D SMOKE DE=TECTOR 15. CONNECT TO RESPECTIVE UNIT PANEL. (H� HEAT DETEGTOR PROVIDE SMOKE DETE=CTOR AND COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IF (0 GO DETECTOR OPTIONAL BEDROOM 15 G1105EN d GARBON MONOXIDE DETECTOR co.sD AND SMOKE DETECTOR ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: (D THERMOSTAT 5WITGHE5 OVER GOUNTER .......... 48" TO GL (q SPEAKER NALL OUTLETS OVER COUNTER .......48" TO CL rH I TELEPHONE REMAINING 5WITOFIE5 ............. 48" TO GL M GOMPUTER WALL OUTLET5 .................. 12" TO GL TELEV15ION BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR) ... . ..80" TO GL'2 0 ELECTRIC METER WATER SOFTENER AND SUMP OUTLETS 4b" TO GL ® ELECTRIC PANEL TELEPHONE OUTLETS .............. 12"TO GL TELEV15ION OUTLETS 12" TO GL GEILING FAN .............. EXTERIOR GFI OUTLETS ............. 12" TO CL - (PROVIDE ADEQUATE SUPPORT) GARAGE 6FI (ABOVE GARAGE FLOOR) 48" TO GL BASEMENT WALL OUTLETS .......... 48"TO GL CEILING FAN WITH INCANDESCENT FRONT DOOR COACH LIG{-rr ......... "12" TO GL LIGHT FIXTURE _ r (PROVIDE ADEQUATE SUPPORT) GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE ..... OF FIXTURE X16" TO BTM FOYE=R AND 5TAIRNIAY FIXTURE ...... OF FIXTURE THERMOSTAT ................... 54"TO GL DOORBELL CHIMES ............... 84" TO GL LEVEL W/ DOORBELL BUTTON ........... DR HANDLE KITCHEN HOOD FAN "WHIP" .......... 66" TO GL KITCHEN WALL HUNT, MICROWAVE OUTLET ...................... 76"TO CL KITCHEN DI5HWA5HER RECEPTACLE ... UNDER SINK KITCHEN RANGE .................. 24"TO GL KITCHEN REFRIGERATOR ........... 60" TO GL WASHER/DRYER OUTLET ............ 48" TO GL GL = CENTER LINE 1 = FIELD VERIFY 2 = MA5TER BATH STANDARD 30" HIGH VANH Y TO BE RA15EU 4" ADDITIONAL ELEGTRIGAL NO"IE5: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50THATOPERATIONqff OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL 5MOKE AL ARMS TO SOUND. tr 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY E3ACKUP. qfmm I 3. ALL SMOKE ALARM5 TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM 51DEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12' " FROM CEILING ON WALL MOUNTED. 4. ALL F3REAKERS 5ERVIN6 INTERIOR OF DWELLING UNIT NON-GFCI PROTECTED BRANCH CIRCUITS SMALL BE COMBINATION "TYPE ARG -FAULT CIRCUIT INTERRUPTER5 PER NEC 2008 210-12B REQUIREMENr5. 5. ALL DWELLING UNIT REGEPTAGLE OUTLETS SPECIFIED IN NEC. 2008 21052 5I1ALL BE LISPED TAMPER-RE5ISTANT REGEPTACLE5 PER NEC 2008 406-11 RL=QUIREMENT5. 6. 5Wllf l -I AND REGEPTAGLE LOGATION5 MAY VARY SLIGHTLY DUE TO FRAMING AND MA50NRY FIELD CONDITION5. -f. ADDITIONAL ELECTRICAL OUTLETS (5WITGHE5, REGEPTACLE5, FLOOR OUTLETS, GEILING FAN OUTLET"5, RECESSED CANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC.) MAY BE PRE5ENT A5 OPTIONS OFFERED BY THE BUILDER. 8, PHONE AND TV OUFLET5 A5 INCLUDED ON THE DRAWIN65 SHOULD BE CONSIDERED AS GENERAL t ACTUAL OUTLET OUANTITIE5 AND LOCATIONS PER EACH UNIT 5HALL BE SPECIFIED by THE BUILDER. Alternate ,- haw oa� gra U �j y4 o O U) F R ii > W �JZ d saw Na W .YDS wog ,a Amok C7 -Q)CD CV (:D J CN �T7 C'�7 Col � � N r "� C) i 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 ELECTRICAL PLAN riJ ALTERNATE ELEVATION REDWOOD - LEFT '3A [V,c-O RD ti Lot 136 Redwood - Plan 1943 �k COMMONWALL I --------- Lanai - - -- - - -1 /. WP/6F1 Family - I / �. PROVIDE ADEQUATE SUPPORT +65" \ PREWIRE 1 GOMMONWALL I I I = MULTIMEDIA \ CHASE TUBE \ I ----rQ___ _ ------- _ Cafe ��FI I I I \ I I 1 6F1 I I I I 6H 6H I 6F1i •Lli Igtji rvF1 Kitchen C� 61=1- - - - ------ Pantry to _�--- 6FI ---------- 1 -Car --- 1 -Car Garage 50Al2 N -I — Foy I IF - - - - - - - - -/. VV - 1 I • / I P o er WP/6F1 / / I rch FIRE 5PRINKLER/PELECT. UMP PIF -11 — / I -r --- I / ( ELEGT. 6H I � I `- FIRE BELL +100" A.F.F. GOAGH ' - GOAGH - INSTALL PER LI6HT LIGHT MANUFAGTURE'5 5PEG. I I lftfi a i n F 100%, o r I EleEctrical 2' 4' 8' I/4" = 1'-0" AT 2204 GOMMONWALL I/8" = 1'-0" AT 11x17 I I GOMMONWALL GOMMONWALL I I GOMMONWALL I I r --------------------------------------------- Porch-----------------------------------_-------- Porch I ( 1 I I I II I I I I I I I I I it I I I II hI GOMMONWALL �I I I I I I I I 0 21 41 b, I 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT Ilxl-1 GOMMONNALL ELECTRICAL KEY ELECTRICAL NOTES: 5INGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETEGTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIP.EMENT5 OF ALL K�WP WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT K)C61`1 GROUND -FAULT CIRCUIT -INTERRUPTER CIRCUIT -INTERRUPTERS (CFI) AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING HALF-5WITCHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODE5. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, 51NGLE PHASE, I5 -420 -AMPERE BRANCH GIRGUIT5 SUPPLYING OUTLETS SPECIAL PURPOSE OUTLET/JUNGTION BOXIN�c IALLED IN DWELLING UNIT LIVING AREAS _m DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG-FAULT t� CIRCUIT INTERRUPTER, COMBINATION TYPE TO I �220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH n OVERHEAD DUPLEX GIRGUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL SWITCH REQUIRED DIRECT HOOK-UP5/CUT0FFS. �3 THREE -HAY 5WITGH 5. HVAC CONTR.AGTOR TO VERIFY THERMOSTAT FOUR-WAY 5WITGH LOCATIONS. 4 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT fr R RHEOSTAT SWITGH (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HEATERS) ARE SUBJECT TO REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. 1. 5WITGHE5 AND CIRCUITS FOR OPTIONAL CEILING MOUNTED INCANDESCENT ELECTRICAL NOT SHOWN, COORDINATE LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INCANDESCENT 8. NO DISPOSAL W/ SEPTIC SYSTEM. LIGHT FIXTURE c1. CONNECT SMOKE DETECTOR AHEAD OF ALL PIN SWITGHING AND GFI DEVIGE5. MAINTAIN 36" RECESSED INCANDESCENT LIGHT FIXTURE CLEARANCE FROM HVAG SUPPLY GRILLES. TIE RECESSED ADJUSTABLE EYEBALL ALL DETEGTOR5 TOGETHER 50 THAT AN INCANDESCENT LIGHT FIXTURE ALARM IN ANY DETECTOR WILL CAUSE ALL ->INCANDESCENT LIGHT FIX URE 10. PRVI)ETE�DERFAN RA ED 5 IN THAT NBOX IT H I� BLANK COVER PG WITH PULL GFIAIN FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. HO FRY-IMY LIGHT 11. PROVIDE FLUSH MOUNTED WALL 5WITGH TO __'M _ a SERVE AS AIR HANDLING UNIT DISCONNECTING <_] _ FLUORESCENT LIGHT FIXTURE MEANS. MOUNT AT 12" AFF. SEE L47j FLUORESCENT LIGHT FIXTURE MANUFACTURERS RECOMMENDATION PRIOR TO WITH PULL CHAIN ROUGH - IN. CONNECT COMPLETELY. TRACK LIGHT 12. PREWIRE FOR GARAGE DOOR OPENER. 13. PROVIDE KELE55 PULLGHAIN FIXTURE AND 120V LIGHT BAR OUTLET NEAR EACH ATTIC, ACCESS. GONNEGT Q EXHAUST FAN (VENT TO EXTERIOR) TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL CONTRACTOR. EXHAUST FAN/LIGHT COMBINATION 14. CONDENSING UNIT CONNECTION. PROVIDE NEMA (VENT TO EXTERIOR) 3R DISCONNECT 5WITGH AS FOLLOWS, AND "pip EXHAUST FAN WITH HEAT LAMP CONNECT TO RESPECTIVE TENANT PANEL. SEE (VENT -TO EXTERIOR) MANUFACTURER REGOMMENDATION PRIOR cH CHIMES ROUGH - IN. CONNECT COMPLETE. �OPg PUSHBUTTON 5WITGH HP -W 3OA/2P/30AF. = 3/4"C - 2410, I4I06ND. C�u SMOKE DETECTOR 15. CONNECT TO RESPECTIVE UNIT" PANEL. @D) MEAT DETECTOR PROVIDE SMOKE DETECTOR AND GOMDINATION SMOKE/GARBON MONOXIDE DETECTOR IF (0GO DETECTOR OPTIONAL BEDROOM 15 CHOSEN ® CARBON MONOXIDE DETEGTOR cos0 AND SMOKE DETECTOR ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: (j) THERMo5TAT 5WITGHE5 OVER COUNTER .......... 48" TO GL SPEAKER WALL OUTLETS OVER COUNTER .......48" -TO GL PH TELEPHONE REMAINING 5WITGHE5 ............. 48" TO GL A GOMPUTER WALL OUTLETS .................. 12" -TO GL >v TELEVISION BATH VANITY BRACKET OUTLET (I" ABOVE TOP OF MIRROR) ...... 80" TO GL'2 ELECTRIC METER WATER SOFTENER AND SUMP OUTLETS 48" TO GL l; lm ELECTRIC PANEL TELEPHONE OUTLETS ..............12" TO GL TELEVISION OUTLETS .............. 12" TO GL CEILING FAN EXTERIOR GFI OUTLETS ............. 12" TO GL (PROVIDE ADEQUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL BASEMENT WALL OUTLETS .......... 48"TO GL CEILING FAN WITH INGANDE5GENT FRONT DOOR COACH LIGHT .. , ......12" To GL LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) ....... 84" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE ..... OF FIXTURE q6" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE THERMOSTAT ................... 54"TO GL DOORBELL CHIMES ............... 84" TO CL LEVEL W/ DOORBELL BUTTON ............... DR HANDLE KITGHEN HOOD FAN "WHIP" .......... 66" I o GL. KITCHEN WALL HUNG MICROWAVE OUTLET ...................... 16" -TO GL KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK KITCHEN RANGE ........ .......... 24"TO GL KITCHEN REFRIGERATOR ........... 60" TO GL WASHER/DRYER OUTLET ............ 48" TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" ADDITIONAL ELEG,f> IGAL NOTES: I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL 5MOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 19 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. AL5( MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR "TOP TO BE BETWEEN 4" AND 12' FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFGI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE= ARG -FAULT CIRCUIT INTERRUPTER5 PER NEC, 2008 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER-RE515TANT RECEPTACLES PER NEG 2008 406 -II REQUIREMENTS. 6. 5WITGH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MA50NRY FIELD CONDITIONS. 1. ADDITIONAL ELECTRICAL OUTLETS (5WITGHE5, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, RECESSED CANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC.) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. SEEM am 8. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWINGS SHOULD BE CONSIDERED A5 GENERAL A ACTUAL OUTLET QUANTITIES AND LOGATION5 PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. lk Irnatw,o% Eleve'atiuu AMISS Lm— AdgEllk ,A AgIlk �Z- CD CD Com! CSI �,o r CCD LO CD ao� T zm CO bra- LL00 O O a O g axa 6 BSB® DESIGN www.bsbdesign.com LJ F- w H rr _, W v J�u w3 w U) AMISS Lm— AdgEllk ,A AgIlk CD CD Com! CSI r CCD LO CD CO bra- LL00 O O g axa 6 BSB® DESIGN www.bsbdesign.com 100 Main St. Suite 200 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PHOJ MGR: JD DRAWN: ST CHECKED: JD ELEGTRIGAL PLAN ALTERNATE ELEVATION REDWOOD - LEFT S�,AI�r�� Lot 137 Redwood - Plan 1943 �+�i111Z1 Ck. COMMONWALL 30A/2P N -3R I WP/GFI,,��-{{,, 4-Y Great Room m I Lanai I / I NP16H PROVIDE I DEQUATE 1 9, BORT \ / P�EWIRE ! CafeV) _ m n COACH Lu I LIGHT FIRE BELL HOC)" A.F.F.ICEO - IN5" I'ALL PER /1 _ MANUFACTURE'S 5PEG. I I L i 6�1 - - ®I - 6PI0----------- - 6F1 I --------- V V V I I 1 6F1� ------ _T/ •/ Kitchen I I - I o Pow ei ----- H---------A5Ft- I 7• �OA/21' / i N -3R I / / I !2 -Car Garage � I � 1 1 I I ELEGT. \ ELEGT. PANEL 1 METER 1 6F1 1 1 I-------------- \ ---I .1 I '\ I \ FIRE SPRINKLER PUMP �. _ I YL ----------------- COACT l COACH LIGHT . -- . — LIGHT Main Floor I Electrical Pian- o 2' 4' 8' IN NE110111M I/4" = 1'-0" AT 2204 rL IN 011111 I/8" = 1'-0" AT IIxl7 GOMMONWALL i GOMMONWALL I L ------------ Upper Floor Electric l Plan I O 2 4' 01 1/011011-34 I/ _ ME"MAT Ilxl CL COMMONWALL ELECTRICAL KEY ELECTRICAL NOTES: J 51NGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY GERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REOUIRED BY NATIONAL oZw T_ FIRE PROTECTION ASSOCIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL WEATHERPROOF DUPLEX OUTLET GOVERNING CODES WP L -Y 2. PROVIDE AND INSTALL GROUND FAULT k�OFI GROUNI>-FAULT GIRGUI-I-INTERRUPTER GIRGUrf-INTERRUPTERS (CFI) AS REOUIREU BY DUPLEX OUTLET NATIONAL ELECTRIC CODE= (NEC) AND MEETING HALF -SWITCHED DUPLEX OUTLET THE REUUIREMENT5 OF ALL GOVERNING CODES. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS SPECIAL PURPOSE OUTLET/JUNGTION BOX IN5TALLEU IN DWELLING UNIT LIVING AREAS DUPLEX OUTLET IN FLOOR SHALL BE PROTEGTED BY A LISTED ARG -FAULT 0220V 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH OVERHEAD DUPLEX GIRGUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL 5WITGH REOUIREU DIPEGT HOOK-UP5/GUIY>FF5. THREE-WAY SWITCH 5. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. h FOUR-WAY SWITCH 0. ALL ELECTRICAL AND MECHANICAL EQUIPMENT trh RHEOSTAT SWITCH (I.E. FURNACES, AIG UNITS, ELECTRICAL PANELS, ate; SANITARY SUMP PITS, DRAIN TILE SUMP, AND - DM DIMMER 5WIT6H WATER HEAT ER5) ARE 5UBJECT TO Q) REINFORCED .)UNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. -f. SWITGHE5 AND CIRCUITS FOR OPTIONAL {�} CEILING MOUNTED INCANDESCENT ELEGT RIGAL NOT SHOWN, COORDINATE LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INGANDE5GENT 6 - NO DISPOSAL W/ SEP1lG SYSTEM. \'} LIGHT FIXTURE ci. CONNECT SMOKE DETECTOR AHEAD OF ALL SWTTGHING AND GFI DEVICES. MAINTAIN 36" RECESSED INCANDESCENT LIGHT FIXTURE GLEARANGE FROM HVAC SUPPLY GRILLES. TIE PIN RECESSED AP,15TABLE EYEBALL ALL DETECTORS TOGETfIER SO THAT AN O INCANDESCENT LIGIIT FIX IURE ALARM IN ANY DETECTOR WILL CAUSE ALL INCANDESCENT LIGHT FIXTURE DETECTORS IN THAI UNIT TO SOUND. WITH PULL CHAIN 10. PROVIDE FAN RATED BOX WITH BLANK COVER W FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. OTR�JETY LIGHT 11. PROVIDE FLUSH MOUNTED WALL 5WIICH TO F <t d 5ERVE A5 AIR HANDLING UNIT 1A5CONNE6TING _ FLUORE5GENI_ LIGHT FIXTURE MEAN. MOUNT AT T2 AFF. SEE FLUORESCENT LIGIIT FIXTURE MANUFAGfURER5 RECOMMENDATION PRIOR. TO ' WITH PULL CHAIN ROUGH - IN. CONNECT COMPLETELY. F LUw 12. 12. PREWIRE FOR GARA65E DOOR OPENER.. TRACK LIGHT PROVIDE K.ELE55 PULLCHAIN FIXTURE AND 120V E::� LIGHT BAR OUTLET NEAR EACH ATTIC ACCESS. CONNECT C� EXHAU51_ FAN (VENT TO EXTERIOR) TO ASSOGIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL CONTRACTOR. EXHAUST FAN/L161-If COMBINATION 14. GONDEN5IN67 UNIT CONNECTION. PROVIDE NEMA HENT TO EXTERIOR) 3R DI5GONNECI- SWITCH AS FOLLOWS, AND -y EXHAUS' FAN WITH HEAT LAMP GONNEGT TO RESPECTIVE TENANT PANEL SEE (VENT TO EXTERIOR) MANUFACTURER. RECOMMENDATION PRIOR cf1 CHIMES ROUGH - IN. CONNEGT COMPLETE. h-ElPB PUSHBUTTON 5WITGH HP -W 30A/21`/30AF. = 3/4"G - 2410, IIIIUGND. CD) SMOKE DETEG"TOR 15. CONNECT TO RESPECTIVE UNIT PANEL. HD HEAT DETEGTOR PROVIDE SMOKE DETECTOR AND COMBINATION m SMOKE/GARBON MONOXIDE DETECTOR IF (G�0) GO DETECTOR OPTIONAL BEDROOM 15 CH05EN ® CARBON MONOXIDE DETECTOR colo AND SMOKE DETECTOR ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: (T THERMOSTAT 5WITGHE5 OVER COUNTER .......... 48" TO GL O SPEAKER WALL OUTLETS OVER COUNTER ....... 48" TO GL PH 'TELEPHONE REMAINING SWITGHE5 ...... . ...... 48" TO CL 4 COMPUTER WALL OUTLETS .................. 12" TO GL TELEVISION BATH VANITY BRAGKET OUTLET (I" ABOVE TOP OF MIRROR) ...... 80" TO CL'2 U) ELECTRIC METER WATER SOFTENER AND SUMP OUTLETS 48" TO CL 1=••+� ELECTRIG PANEL TELEPHONE OUTLETS .............. 12"TO GL TELEVISION OUTLETS 12" TO GL CEILING FAN .............. EXTERIOR GFI OUTLETS .. . .......... 12" TO GL (PROVIDE ADEOUATE SUPPORT) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL BASEMENT WALL OUTLETS .. 48" TO CL CEILING FAN WITH INCANDESCENT FRONT DOOR COACH LIGHT ......... 12" TO CL 1 LIGHT FIXTURE r (PROVIDE AUEG2UATE SUPPORT) GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) , ......84" TO GL 64" TO BTM DINING AND BREAKFAST FIXTURE .....OF FIXTURE qb " TO BTM FOYER AND STAI MAY FIXTURE ...... OF FIXTURE THERMOSTAT ................... 54"TO GL DOORBELL GHIME5 ...............84" TO GL LEVEL W/ DOORBELL BUTTON ............... DR HANDLE KITCHEN HOOD FAN "WHIP" ..........66" TO GL KI TGHEN WALL HUNG MIGROWAVE OUTLET .................. ....-f6"TO GL KITCHEN D1511WASHER RECEPTACLE ... UNDER SINK K.ITGHEN RANGE .................. 24" TO GL KITCHEN REFRIGERATOR ........... 60" TO GL WASHER/DRYER OUTLET .......... ..48"TO GL GL = CENTER LINE I = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE R.A15ED 4" ADDITIONAL ELErwirAL NO-rE5: 11 1 I. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERGONNEGTED 50 THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL 5MOKE ALARMS TO SOUND. �m1' 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY RE-615TER AND ALL DOORS TO BATHROOMS. ALS MUST BE MOUNTED AT LEAST 4" FROM 51DEWALL IN GEILING OR TOP TO BE BETWEEN 4" AND 121.0 FROM GEILINry ON WALL MOUNTED. 40 4. ALL BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GF(I PROTECTED BRANCH GIRGUI"TS 5HALL BE COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTERS PER NEG 2008 210-12B REOUIREMENTS. 5. ALL DWELLING UNIT REGERTACLE OUTLETS SPECIFIED IN NEC, 2008 21052 SHALL BE LISTED I U TAMPER-RE515TANT RECEPTACLES PER NEC 200b 406-11 REOUIREMENT5. 6. 5WITGH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MA5ONRY FIELD CONDITIONS. 60 -I. ADDITIONAL ELECTRICAL OUTLET5 (5WITGHES, REGEPTACLE5, FLOOR OUTLETS, GEILING FAN OUTLETS, REGE55EU CANS, PENDANT LIGHTS, UNDERGABINET LIGHTS, ETC.) MAY BE PRESENT A5 OPTIONS OFFERED BY THE BUILDER. f5. PHONE AND TV OUTLETS A5 INCLUDED ON THE PRAWIN65 SHOULD BE CONSIDERED A5 GENERAL ACTUAL OUTLET OUANTITIE5 AND LOCATIONS PER EACH UNIT 5HALL BE SPECIFIED BY THE BUILDER. Alternate � oZw T_ L -Y ICWJ U L J U ate; z o O W F <t d M l �_- z_ F LUw CE NSU m Na 0 s , a a V U) U) Lm� AdIML AM Amk Ar mrm Lm Lm C7 Com! cam],) � LmI� " Q CN o� CO N to � J � L- O O � w _S2 I ' LO C' FmO LL BSBr DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JD DRAWN: S T CHECKED: JD ELEGTRIGAL PLAN 57w,ti�� ALTERNATE ELEVATIO WILLOW - LEFT SAA/ -()aiD Lot 138 ��•''���`�� - Willow - Plan 2959 E2. 1 U Wm L 1 1/4" MIN. - 2" MAX. 1 1/4" MIN. - 2" MAX. 1 1/2" GLR. HARDHOOD TOP RAIL I� j STAIR MTD NALL BRACKET AT 4'-O" O.G., MAX. 2x BLK'6 BALUSTERS SPACED A7 4 3/4" O.C. MAX. 'j/'?GALE: I-I/2""=I'-O" p Uj WEATHER RESISTIVE BARRIER L X nj •ter 00 EXTERIOR SI IEATHINC PER --- w 0 C) •7 Uj .!2 v i ' (j) d i ABLE TO RESIST A LOAD OF 200 LB5 APPLIED IN -TYPICAL EXTERIOR WALL CONSTRUCTION - SEE X ks) STRUCTURAL FOR ATTACHMENT y�.r� 6� . m - 1_- 4" WIDE SELF ADHERING, SELF HEALING IY� � WATERPROOF MEMBRANE OVER TRANSITION �- ,.• ago+ ,�' 4U� ., " '; �R- _JOINT �l co r r� ' m SEE ELEVATIONS _ _ BEARI HALL MTD MATCH HE16HT OF BASEBOARD Lu z77 v !EXPAN51111 TYPON GAP TYP 2x12 NOTCHED STRINGER 5/8" TYPE "X" 6YP. BD. AT ALL HALLS AND GEILIN6 OF ENCLOSED USABLE SPACE UNDER STAIR INSTALL 2X FIRE STOP AT MID 5PAN OF 5TRIN6ER ("3) 2X12 STRINGERS TYP.— STRING ER/LANDING YP. STRINGER/LANDING DETAIL 5GALE: 1 1/2" = 1'-0" 2x FRAMING 6YP. BD. IxIO SKIRT BOARD 2x12 STRINGER 2x4 SPACER 50' TYPE "X" 6YP. BD. AT ALL WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR SKIRT/WALL DETAIL 56ALE: 1 1/2" = 1'-0" 7/8" THK. GEMENT BASED PLASTER FINISH (PER A5TM G -q26) ON PAPER BAGKED GORRO51ON RESISTANT, EXPANDED METAL LATH OVER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING PER 5TRUGTUR.AL TYP. TYPICAL EXTERIOR NALL CONSTRUCTION - SEE 5TRUGTURAL FOR ATTACHMENT 4" NIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION JOINT � 5EE ELEVATIONS BEARING LATH AND HEATHER RESISTIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED AS 5HOHN, TYP. CORK05ION RESISTANT EXPAN51ON JOIN / WEEP 5GREED, TYPICAL 5/8" THICK GEMENT-BA5E1) PLAN TER FIN15H (PER A5TM G -q2(9) ON GONGRETE MA50NRY UNIT GON51RUGTION ZA l � Q HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAIL5 SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAIL5 SHALL BE 11/2" CLEAR OF ALL ADJACENT FIN15H MATERIALS AND ENDS SHALL RETURN TO NALL OR "TERMINATE 1 1/4"-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, IN NENEL POSTS OR SAFE TERMINALS. HANDRAIL5 SHALL BE AND BE SMOOTH WITH NO SHARP ED6E5/CORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIREMEN75 FOR THE PRODUCTS THEY PROVIDE OR INSTALL. SCALE: 1 1/2" = 1'-0" FINISHED SURFACE — 5/4" PLYWOOD TREADS EQ. TREADS c LLI lf) 5/4" LLI TYP LU LLI `J) _ - 2x12 NOTCHED 5TRIN6ER dF, (3 5TRIN6ER5 MIN. AT I t EACH STAIR RUN) I EXPANSION 50' PLYWOOD RISERS f— —i GAP SEGURE NOTCHED 5TRINGER. TO SILL PLATE WITH FP.AMIN6 ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS. ALL HOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLONED BY CODE. (3) 2X12 STRINGERS TYP. 5GALE: 1 1/2" = 1'-0" SIMULATED STONE VENEER ON PAPER BACKED CORROSION RESISTANT, EXPANDED METAL LATH OVER - 4 -77 Uj WEATHER RESISTIVE BARRIER L :?>� nj •ter 00 EXTERIOR SI IEATHINC PER THE HANDRAIL CONSTRUCTION SHALL BE w 0 C) •7 Uj .!2 5TRUGTURAL., TYP. 4 i ' d i ABLE TO RESIST A LOAD OF 200 LB5 APPLIED IN -TYPICAL EXTERIOR WALL CONSTRUCTION - SEE Z� STRUCTURAL FOR ATTACHMENT y�.r� 6� . m - 1_- 4" WIDE SELF ADHERING, SELF HEALING _ ANY DIRECTION AT ANY POINT ALONG THE 70P RAIL. WATERPROOF MEMBRANE OVER TRANSITION �- ,.• ago+ ,�' 4U� ., " '; �R- _JOINT Lm co r r� ' m SEE ELEVATIONS _ _ BEARI U' O N6 c— 200 Ibs LATH AND WEATHER RE515TIVE r '� C) BARRIER TO LAP OVER TOP FLANGE =� OF SCREED A5 SHOWN, TYP. GUARDRAILS SHALL NUT BE ANY DIRECTION ao� - CORROSION RESISTANT LE55 THAN 36" IN HEI( -;HT. ANY LOCATION—,. EXPAN51ON JOIN / WEEP SCREED, TYPICAL raj �\ L SIMULATED STONE VENEER ON CONCRETE MASONR'( UNIT �l - C) LL OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS OR F Q = AN ORNAMENTAL PATTERN SUCH 'I A h" SPTIERE {� cY� L 4 DIAMETER 5PHEP.E GANNO-r F A�� I HF .000II. 5 MAY NOT PA`_ ` = > ,�� F- � 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 SPECIFIC AT STAIR TREAD, RISER, 4 REQUIREMENTS OF THE BOTTOM SHALL BE SUCH B{JILDIN6 GORE AND 15 THAT A 6" DIAMETER ONLY AN AID FOR LLI BUII DING DESIGN AND SPHERE CANNOT PA55 THROUGH. SCALE: 1 1/2" = 1'-0" FINISHED SURFACE — 5/4" PLYWOOD TREADS EQ. TREADS c LLI lf) 5/4" LLI TYP LU LLI `J) _ - 2x12 NOTCHED 5TRIN6ER dF, (3 5TRIN6ER5 MIN. AT I t EACH STAIR RUN) I EXPANSION 50' PLYWOOD RISERS f— —i GAP SEGURE NOTCHED 5TRINGER. TO SILL PLATE WITH FP.AMIN6 ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS. ALL HOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLONED BY CODE. (3) 2X12 STRINGERS TYP. 5GALE: 1 1/2" = 1'-0" SIMULATED STONE VENEER ON PAPER BACKED CORROSION RESISTANT, EXPANDED METAL LATH OVER - 4 -77 Uj WEATHER RESISTIVE BARRIER L :?>� nj •ter 00 EXTERIOR SI IEATHINC PER w 0 C) •7 Uj .!2 5TRUGTURAL., TYP. 4 i ' i -TYPICAL EXTERIOR WALL CONSTRUCTION - SEE Z� STRUCTURAL FOR ATTACHMENT y�.r� 6� . m - 1_- 4" WIDE SELF ADHERING, SELF HEALING ; WATERPROOF MEMBRANE OVER TRANSITION �- ,.• ago+ ,�' 4U� ., " '; �R- _JOINT Lm co r r� ' j " CD LO a SEE ELEVATIONS _ _ BEARI U' O N6 c— (6 LATH AND WEATHER RE515TIVE r '� C) BARRIER TO LAP OVER TOP FLANGE =� OF SCREED A5 SHOWN, TYP. ao� - CORROSION RESISTANT EXPAN51ON JOIN / WEEP SCREED, TYPICAL raj �\ L SIMULATED STONE VENEER ON CONCRETE MASONR'( UNIT �l - CON5TRUGTI ON SIMULATED STONE E JOINT /WEEP SCREE :? _I -0' METAL OR HOOD TOP RAIL A5 SELECTED BY OWNER d CONTRACTOR METAL OR HOOD BALUSTERS AS SELECTED BY OWNER $ CONTRACTOR CARPET PAINT GRADE HOOD BASE N/BULLNO5E EDGE Ix PAINT 6RADE 5K.IR:i — FLOOR FRAMING- 1/2" RAMING1/2" GYP BD 2x4 STUDS AT 16" O.G. 5/8" TYPE "X" 6YP BD AT ENCLOSED USABLE 5PAGE5 BENEATH 5TAIR5 SCALE: 1 1/2" = 1'-0" FINISHED SURFACE 3/4" PLYWOOD TREADS 5/8" PLYNOOD RISERS (TYP.) 2x12 NOT( -,HED STRINGER 50" TYPE "X" GYP. BD. AT ALL WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIR (3) 2X12 S4PINGER5 TYP. z ,i� c0 i— Uj :?>� nj •ter 00 w 0 C) •7 Uj .!2 �ZN j y .j Z� y�.r� 6� . m - 1_- U- v tji co U 2r {D ,.• ago+ ,�' 4U� ., " '; �R- �K04 r Lm co r r� j " CD LO a N 0-) N U' O M til LL - -(6 c— (6 r '� C) N � In ao� raj O ooJ F Q L L J = > ,�� F- � z ® Z" LLI sr� 2h (na ,Y (n Hz A ` 1,a �flLL �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 CHEC%Q-,:� JD STAIR DETAILS 3A Al 0R D `� Uj :?>� nj •ter 00 w 0 C) •7 Uj .!2 .j U y�.r� 6� . m - 1_- U- v tji co U 2r {D ,.• ago+ ,�' 4U� ., " '; �K04 r Lm co r r� j " CD LO a N 0-) N M til LL - -(6 c— (6 r '� C) N � In A ` 1,a �flLL �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 CHEC%Q-,:� JD STAIR DETAILS 3A Al 0R D `� ASPHALT ROOF SHINGLES OVER 304 FELT. INSTALL PER MANUFAGTURERS 6" SPECIFICATIONS PREFIN15HED METAL DRIP EDGE OVER PREFINISHED j -y- --- ALUMINUM WRAPPED IX2 OVER 2X6 WD. FASCIA - II II II II II CONTINUOUS PERFORATED ALUMINUM, OR VINYL 50FFIT, TYP. u' { II II SEE STRUCTURAL / TRU55 ENGINEERING DRAWIN65 FOR u GABLE END FRAMING CONDITION, I TYP. SEE ELEVATIONS FOR — ,SEE HEIGHT — — — ➢ ' � I - II � CONTINUOUS VINYL DRIP - TYPICAL AT DIFFERING SUBSTRATES 7/8"THK CEMENT BASED PLASTER FINISH (PER A5 -IM G -q26) ON FELT BACKED GORR0510N RE515TANT LATH OVER WEATHER RESISTIVE BARRIER OVER SHEATHING AND WALL FRAMING PER STRUCTURAL. SEE ELEVATIONS FOR _ --'FINISH FLOOR HEIGHT _ _ ,5EE ELEVATIONS FUR BEARING HEIS CONTINUOUS GORRO510N RE5I5TANT DRIP -TYPIGA DIFFERING SUBSTRATES CONTINUOUS REINFORCED MASONRY TIE BEAM - SEE STRUCTURAL DRAWINGS 5/8"THK GEMENT BASED PLASTER FINISH (PER A5TM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION CORROSION RESISTANT WEEP 5GREED - TfPIGAL +O' -O" y -—�FIN15H I/2" GYPSUM FLOOR \ FLOOR FIN15H A55UMED FINISHED .v - - GRADE PAINT EXPOSED TYPICAL FOOHN6 SEE FINISH FLOOR 5TRUGTURAL FOR 51ZL 4 - REINFORCING T ASSUMED FINI5HED :fl ACCI".ACt7 CIAIIC-.LJCt t 5TRUGTURAL FOR 51ZE $ NOTE: REINFORCING ALL ROOFING MATERIAL (PER ELEVATION) 5H LL BE INSTALLED PER MANUFACTUP.ER'S INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWIN66 5GALE: 5/4"4-0" ASPHALT ROOF SHINGLES OVER 30# FELT. INSTALL PER MANUFACTURERS SPECIFICATIONS PREMANUFAGTURED INSULATION BAFFLE BETWEEN EACH TRU55 — PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRU55 DRAWINGS FOR SPACING AND CONNECTION DETAILS xX. Jl l X X 'kI _ _ _SEE ELEVATIONS FOR BEARING HEIGHT PREFIN15HED METAL DRIP R50 BLOWN EDGE OVER PREFIN15HED GELLUL05E INSULATION ALUMINUM WRAPPED IX2 OVER 2X6 WD. FASCIA I/2" GYPSUM WALLBOARD OR 1/2" CEILING BOARD CONTINUOUS PERFORATED ALUMINUM, 1/2" GYPSUM OR VINYL SOFFIT, TYP. WALLBOARD OVER 2X WOOD STUD FRAMING FLOOR SHEATHING OVER ENGINEERED FLOOR SYSTEM PER STRUCTURAL R30 BATT INSULATION 5/8" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD 7/b"THK CEMENT BASED PLASTER FIN15H (PER A5TM G -q26) ON FELT BACKED CORROSION RE515-TANT LATH OVER WEATHER RESISTIVE BARRIER OVER 5HEATHIN6 AND WALL FRAMING PER STRUCTURAL. __-SEE ELEVATIONS FOR _ _ FINISH FLOOR HEIGHT _ _,5EE ELEVATIONS FOR BEARING HEI( CONTINUOUS GORRO51ON RESISTANT DRIP - TYPIGA DIFFERING SUBSTRATES VERIFY 12 PER ELEVATION R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" CEILING BOARD -,, ASPHALT ROOF SHINGLES OVER 304 FELT. INSTALL PER MANUFACTURERS N C 1/2" GYPSUM SPECIFICATIONS WALLBOARD OVER 2X WOOD STUD FRAMING CONTINUOUS REINFORCED MASONRY TIE BEAM - 1/2" GYPSUM SEE STRUCTURAL DRAWING5 WALLBOARD OVER P.T. IX2 FURRING SCRIPS R 5/"THK GEMENT BASED PLASTER FINISH R4.1 FOIL INSULATION (PER A5TM C -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION - BASE TRIM SELECTED BY OWNER - FLOOR FIN15H SELECTED BY OWNER - 6 MIL VAPOR BARRIER CORROSION RESISTANT WEEP 5GREED - TYPICAL PREMANUFAGTURED INSULATION BAFFLE BETWEEN EACH TRUSS — PRE-ENGINEERED WOOD TRUSSES FLOOR SHEATHING SEE STRUCTURAL ANG TRU55 OVER ENGINEERED DRAWINGS FOR SPAGING AND FLOOR SYSTEM PER CONNECTION DETAILS 5TRUGTURAL l R30 BATT INSULATION NOTE: i ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER5 INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS TWO STORYWAL�LSE SCALE: 5/4"=I' -O" _ 5EE ELEVATIONS FOR BEARING 1 -(EIGHT PREFIN15HED METAL DRIP EDGE OVER PREFIN15HED ALUMINUM WRAPPED IX2 f-7 OVER 2X6 NO. FASCIA 5/8" GYPSUM CONTINUOUS PERFORATED ALUMINUM, WALLBOARD OR I/2" OR VINYL SOFFIT, TYP. CEILING BOARD MA50NRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING STRIPS 5/8"THK GEMENT-BASED PLASTER FIN151-1 R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT CONS TRUGTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP - BASE TRIM SELECTED I/2" GYPSUM BY OWNER \ FLOOR FIN15H GORRO510N RESISTANT -—�9+0'-O" - - - - 6 MIL VAPOR BARRIER PAINT EXPOSED - - - FINISH FLOOR / - SELECTED BY OWNER FINISH FLOUR ASSUMED FINI5HED :fl ACCI".ACt7 CIAIIC-.LJCt t 5TRUGTURAL FOR 51ZE $ REINFORCING f TYPICAL FOOTING SEE 51RUGTURAL FOR SIZE d NOTE: ALL ROOFING MATERIAL (PER ELEVATION) REINFORCING BE INSTALLED PER MANUFAGTURER'5 INSTALLATION IN5TRUGTION5- VERIFY ROOF SHEATHING WITH 5TRUGTURAL DRAWINGS NOTE: i ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER5 INSTALLATION INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS TWO STORYWAL�LSE SCALE: 5/4"=I' -O" _ 5EE ELEVATIONS FOR BEARING 1 -(EIGHT PREFIN15HED METAL DRIP EDGE OVER PREFIN15HED ALUMINUM WRAPPED IX2 f-7 OVER 2X6 NO. FASCIA 5/8" GYPSUM CONTINUOUS PERFORATED ALUMINUM, WALLBOARD OR I/2" OR VINYL SOFFIT, TYP. CEILING BOARD MA50NRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING STRIPS 5/8"THK GEMENT-BASED PLASTER FIN151-1 R4.1 FOIL INSULATION (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT CONS TRUGTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP - BASE TRIM SELECTED I/2" GYPSUM BY OWNER \ FLOOR FIN15H GORRO510N RESISTANT SELECTED BY OWNER WEEP 5GREED - TYPICAL 6 MIL VAPOR BARRIER PAINT EXPOSED - - - CONCRETE TO MATCH / WALL SURFACE SELECTED BY OWNER FINISH FLOUR � /77 77/ 7; :fl ACCI".ACt7 CIAIIC-.LJCt t TYPICAL FOOTING 5EE 5TRUGTURAL FOR 51ZE d REINFORGIN6 = �� NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL\\ BE INSTALLED PER MANUFACTURER'S INSTALLATION VERIFY 12 PER ELEVATION ASPHALT ROOF SHINGLES OVER 304 FELT. INSTALL PER MANUFACTURERS SPECIFICATIONS PREMANUFAGTURED INSULATION BAFFLE BETWEEN EAGH TRUSS — PRE-ENGINEERED WOUD TRU55E5 SEE STRUCTURAL AND TRUSS DRAWINGS FOR SPACING AND CONNECTION DETAILS SEE ELEVATIONS FOR _ -—11BFARINr, HEIGHT R50 BL OWN PREFIN15HED METAL DRIP CELLULOSE INSULATION ALUMINUM OVER PREFIN15HED ALUMINUM WRAPPED IX2 = OVER 2X6 WD. FASCIA 1/2" GYPSUMSEE ELEVATIONS FOR WALLBOARD OR 1/2" - --$r.0. WINDOW CEILING BOARD I/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING STRIPS 4 R4.1 FOIL INSULATION BASE TRIM SELECTED BY OWNER FLOOR FINISH SELECTED BY OWNER 6 MIL VAPOR BARRIER INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DR.AWING5 CTION ONE STORY MASONRY WALL SCALE: 3/4"=I' -O" GONTINUOU5 PERFORATED ALUMINUM, OR VINYL SOFFIT, TYP. MASONRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWIN65 5/b"THK, GEMENT-BASED PLASTER FINISH (PER ASTM G-1126) ON CONCRETE MASONRY UNIT CONSTRUCTION. PROVIDE GONTROL JOINTS AS INDIGATED ON EXTERIOR ELEVATIONS, TYP CORROSION RESISTANT I/2" GYPSUM WEEP 56REED -TYPICAL PAINT EXPOSED \ CONCRETE TO MATCH IX2 FURRING STRIPS 4 R4.1 FOIL INSULATION WALL SURFAGE BASE TRIM SELECTED _ —t0' -O" - - - - FIN15H FLOOR / A55UMEU FINISHED SELECTED BY OWNER GRADE 6 MIL VAPOR BARRIER c TYPICAL FOOTING SEE 5TRUGTURAL FOR 51ZE $ REINFORCING NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL\/ BE INSTALLED PER MANUFAGTURER'5 INSTALLATION IN5TRUGTION5- VERIFY ROOF SHEATHING WITH 5TRUGTURAL DRAWINGS VERIFY 12 PER ELEVATION R30 BLOWN CELLULOSE INSULATION 1/2" GYPSUM r WALLBOARD OR I/2" GEILIN6 BOARD N 1111UM 13 may 414-4 SCALE: 3/4"=1'-0" �I �q u.+i,_L IIID CO I/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING STRIPS 4 R4.1 FOIL INSULATION F BASE TRIM SELECTED n F BY OWNER FLOOR FINISH / SELECTED BY OWNER 6 MIL VAPOR BARRIER N 1111UM 13 may 414-4 SCALE: 3/4"=1'-0" �I �q u.+i,_L IIID CO �Lw J HzV o �wx aoN U_) min= (n �� C) `J z 00 � � F 0.0 W > = z F_ w�YY a 1,1 LL x t' V m0, arm � a0s (n (n =mss 0 c� Q 00 0 z w6 r co .j cn r7ylj pp° qy `` /jj $i�, l M / lip _' CD al a�' J � vc; r alto*mal N � rllIP116yiS1 " PAmmi ; CD CD —1 (y C37 00 CV C� c- b c^ U) r � 0 Ln r BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 41308 JOB NO: 02J14020 PROJ MGR: JD DRAWN: ST CHECKED: JD WALL DETAILS FIBERGLASS 5HIN6L 5 v. 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 (fm = 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 T-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.U. 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 Ib/int 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 I = 900 Fc 1= 900 Fc I = 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 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-B3 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-B3. ("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-B3). -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" 0 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 1st (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 <1/2", 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. STRUCTURALSTEEL 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 3/g" 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. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) '108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND EA ❑ 0 (+) VALUE DENOTES PRESSURE AREA (SQ FT) QC CHECK: _ VALUE DENOTES SUCTION AREA C� 50 iJ (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 T (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) '19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS T-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a� 5 5 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 J t SHEET SHEET TITLE o U) S1 STRUCTURAL NOTES S2.0 FOUNDATION PLAN Q N S2.1 FOUNDATION PLAN Z 0 1-z S3.0 DOWEL PLACEMENT PLAN L S3.1 DOWEL PLACEMENT PLAN W n W S4.0 FIRST FLOOR FRAMING PLAN 0 co (D L [U S4.1 FIRST FLOOR FRAMING PLAN z S4.2 NOTES & CONNECTOR LEGEND S4.3 ROOF FRAMING PLAN S4.4 ROOF FRAMING PLAN LL W S5.0 LINTEL PLAN O S5.1 LINTEL PLAN co SD1 FOUNDATION DETAILS q`'aPL °°. SD2 GENERAL DETAILS _ U 4�FE C) 1� Cr Pvc� ❑ J SD3 GENERAL DETAILS `� og �. Q :� `�j $° �,� , � � � e ° .CJS � � w ❑ SD4 GENERAL DETAILS '9 . °°° `��`' ¢ o '< SD5 TWO STORY DETAILS''`�,°at S D6 TWO STORY DETAILS w J Y \ SD7 PARTY WALL DETAILS o (�9► U ° ,. SD3 PARTY WALL DETAILS z � O ui fl�l N ST 1 STAIR DETAILSLU O , -- Z UPDATES T � LL 0 'S h,� iY PJ. iJ NUMBER DATE DESCRIPTION z CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH ° 1 6/23/2014 U) o TRADITIONAL ELEVATION o 2 7/7/2014 CREATED 7 -UNIT AND 5 -UNIT BLDGS WITH TRADITIONAL ELEVATION W 3 10/15/2014 UPDATED BIRCH UNIT ry I- 0�_ O vi r, R 0 o� z V) OIL) r r _j�' w p a U V) F Vi e� 0_j V) J F z D ¢aV)�J W Q J O�¢ O O F- �_ O W P�) z W 4/ W W O C C9 � z z O 0 O IIS y^� T z 1= W W J I� O O 0000 W LLJ 0 LOLL]�®0. LU Q F - v 1L 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 MON I A CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Qt CTRUCTURAL ENG: BED 0 J -=L DRAFTING: •�/y�Jr LU -5TRUCT: EA ❑ 0 �rl1TF�t� _ QC CHECK: CC iJ JOB No. TM - 2152369 SCALE: AS INDICATED T DA rE: 07/23/2016 Qt 22'-4" 22'-0" 7'-2" 15'-2" 1 4'-10" 16'-10" 4'-10" 4" A/C PAD MF01 SDI 22'-0" 16-10" MF08 SDI LLI MF11 _ILL 0 MF1 F oo F oo S D 1 L ( MF01 2 a ` ISD1 I MF01 I F11 MF01 SDI I I SDI N SD1 U-0" FIN. FLR I 0'-0" FIN. FLR MF01 MF11 - SD1 SD1 I I I (M F06 3 1/2" THICK CONC. SLAB W/ 6X6 SD1 3 1/2" THICK CONC. SLAB W/ 6X6 ORVAP AR OVER 6 MIL I I XW/1.4 W.W.F. OVER 6 MIL Y M COMPACTED FILL. ���1 1--. COMPACTED IIF VAPOR BARRIER VER OVER SD1 I 1MF11 PROVIDE CONDUITI PROVIDE CONDUIT _ ITCH SD1 IN SLAB FOR SD 6 IN SLAB FOR o ll /FT. ISLAND ELECTRIC I ISLAND ELECTRIC IM -I- c� C? F - I EF 3 1/2" THICK CONC. SLAB W/ 6X6 W/I.4 XW/1.4 W.W.F. OVER 6 MIL LL — COMPACTED FILL. Q MF01 "m[ 0 SD1 -L 4'-4" v I EF 3 1/2" THICK CONC. SLAB W/ 6X6 W/I.4 XW/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER — COMPACTED FILL. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC ooa I � CSO 4MF03 I I I I I SD1 PROVIDE PROVIDE PROVIDE WATER LINE I I I I �_..__WATER LINE I I WATER LINE FOR ICE MAKER CJ -IJ FOR ICE MAKER > FOR ICE MAKER F03 N S - N I MF03 I I MF03 D1 SDI SD1 MF03 -e MF03 I MF03 HFA■■\M SDI/' I -�IIII�I SD1 0 I MF01 SD1 N U) W W U) W 154'-8" 7 TWO STORY FTG (U.N.O.) _ U 22'-0" 1-- 16'-10" 4'-10" A/C PAD MF01 SD1 MF11 3 1!2 U SDI Mf I9� i0 r- -- MF01 ISD1 'u�lyq� I MF11 SD1 I ' I .o ` I MF17 SD1 I - U-0" 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 COMPACTED FILL. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC fin" L01 �l� PROVIDE WATER LINE FOR ICE MAKER MF03 SDI � /F � J I 2'-3" 11 8 I -I I 00pp I L SD1 CO SDI L_ Il rT-2" 14'-10" 4' 4" 11'-8" I 11'-8" MF03 a co SD1 U SDI I I SD13 MF18�� 1 (-)5-1/2" MF03 SD1 I 5-1/2" _ 3'-8' MF18 d- M F03 6'_2" M F03 4 MF02 N SDIISIM N SD1 SD1 SM = = F-: I 3.5 a� / 1� 3.5 I 1 F I 00 N a I 3 r MF18 N MF11 3 o MF11 MF01 MF11 SD1 SDI SID I I 51 SD1 I� I I - I— I \ ; t ? � � � I I�;jlll I ® 3 I I I ®®� 4 M J ®® ®— El Rill MF13 r> m I F MF02 N U LL L c�SDI <) MF1 3 E �,,9I 1 1 "L H _T �- SD1 _ - 0 6.. I r } 4 � /2 8'-10" w co MF13 (MFO)2 MF13 MF02 I MF13 MF0_3I/Z" MF08MF02 MF02 SD1 MD01 SD1 5I I SD1 0 - SDI c, L SDI SD2 �� SD1 MF01 o MF08 SD1 SD1 MF01 o MF08 _ MD01 — SD1 SD1 SD1 SD1 C° N SD2 M F08 2.5 SD1 2.5 MDU1 MD01 MD01 MD01 MD01 MD01 SD2 SD2 SD2 SD2 SD2 SD2 2'-2" 16'-0" 4'-2" L'-2" 8'-0" 2'-2" 3'-8" 5'_9y2 , 2'-2" 8'4" 2'-2" 3'-8" 6'-0" 9'-4" 1'-10" 8'-0" 2'-0" 2 " 12'-4" 9'-5y2.. 2 12'-4" 9'-8" 10'-2" 22'-4" 22'-0" 22'-0" 22'-0" 154'-8" TWO STORY FTG (U.N.O.) — "MW — MAE- L FOUNDATION NOTES: LU 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q I -- LAPPED MIN. 6" AND SEALED. Q 2, PROVIDE 3-112" 3000PS1 CONC. SLAB W/ 6x6xW'1.4xWI.4 WELDED WIRE LU O MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER u MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM o ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR i-- Z RECESSING DOOR SILLS. p Q W 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. = � 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE LU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) ❑ CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 W USE ALTERNATE APPROVED METHOD. z LU 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Ci] SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. O - -- - 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W L11 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED � (L", DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO I! DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE. SEE DTL MFO9 AND MFIO ON SDI FOR STANDARD 01111I1fill � LLI � FOOTING STEP DOWN AND CORNER INFORMATION. 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 1),g•n r u •n , Q SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH Et a � o> ! n til Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION "0;- r j 27% "" (j 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ❑ COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS° O� . —� W ❑ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �' \� .� PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL-�•�9V0 �0� ' h Q 000e9 �• CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO '' J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. >✓1�t1P1 �� ,�'+�" m W SIL 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 ). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS; BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE z p �,�lt STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q I f! N FOOTING SIZES PENDING DEPTH OF STEMWALL. f cri U f,iq u , 4 `/,> ca W o �.. FOOTING SCHEDULE pq ° I g O 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U t 1� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. WO O BAS & 3" MIN. COVER TO EDGE OF CONC. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. �G O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. J BARS & 3" MIN. COVER TO EDGE OF CONC. �> 28"xL8"x12" dp w/ #5's EQUALLY SPACED EA. ~J 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. U 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. ❑ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q _ v BARS & 3" MIN. COVER TO EDGE OF CONC. U)-2 �_ a 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O WV) °' n 3.5 WAY I MIN (6) # 5 E.W. Z 3" MIN. COVER TO EDGE OF CONC O Q BARS & z 1; r 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Z [J p � 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U V) < vi BARS & 3" MIN. COVER TO EDGE OF CONC. 00 Q N Z n 54"x54"x16" dp w/#5's EQUALLY SPACED EA. W iR g v 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. FW- fn us BARS & 3" MIN. COVER TO EDGE OF CONC.i ® Z << O6' "X6 dp w/#5s EQUALLY SPACED EA. C) 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. r a 3 BARS & 3" MIN. COVER TO EDGE OF CONC. U I� z Q N SYMBOLS LEGEND o z z �0c) � o O U LL M INDICATES GROUT FILLED CELI WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.. .0.). z IU INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. W �. TO TIE BEAM. O t1 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z � o z Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q #5 CONT. FT.G TO TIE BEAM. 0 r ® V W one 1— Z z 0 U) 0 ~ W Cl® ® 00 W 2 W C� Q cn J 9- ®� W -7 477® O F -- U a_ STRUCTURAL ENG: BED C 1J1f h yC Z DRAFTING;: - - F N OR z-STRUCT: EA 1 `1 QC CHECK: CC . W ry JOB No. TM - 2152369 2 SCALE: AS INDICATED F - DATE: 07/23/2016 - --1/4"=1'-0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 �1 I L1I1Nlc. E MAKC..I b'' 112" O N U) W W U) u z J U Q _ M 1`01\ 1 SCi1 _10" 154'-8" TWO STORY FTG (U.N.O.) 22'-0" 22'-0" 22'-4" 4'-10" �,, 16'-10" 4'-10" 15'-2" T-2" �. � Sao \ / X _1�._J1J nn 1/4"= 1 1-011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, 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 (cD EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. 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 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 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 SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. 1OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O24"x24"x12" 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. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 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. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 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"x"12" 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. 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 CONC. 54"x54"x"16" 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. 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 IM INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG TO "TIE BEAM (6'4" O.C. MAX U.N.0). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT Q INDICATES 45" CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 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. LLj J z � w Cn LU r- 0 cV Z O_ I- 7 ❑ 0 W r- I -- Li n o U �u Z_ Q ❑ J Z ry O-- - --- - J W w T I— rY L O U) z %%Xx gll IW d� dN`'"roaa a�aoo`11� �s+. Ep 00 �d C) �i+, Y�'yo,� .1� 'yy LUo Ono :E Q LU Ww res _! z,0 5 r a Z LY r' P ? , W IL 0 0 O z O 0 Di EL Z U T O O hI IIIiiVidli li pq `���� U) v� O_ W O O E C W F- U W z O ? < C� V � � U) O o) F, Z C1 sv O z F_ O to 73 ��I� i- V)N O WC7^" 1 `� , Z F 0 ® U 75 U W z < 1 Vj h^ 3 cv Z IJ i L,J O ® c.) 0 LL c) U LSI Z W Q w w CO O C z 0 z z O ❑ W Q Z W ® 11 T I ❑ Z 1-- 0 W tU- ❑ 0000 LU 0 U) F— 0 ❑ U -A w „ I O l� 0 �� � -A F- n, n STRUCTURAL ENG: BED l[[j < DRAFTING: cti i - �V! Olzo Z STRUC,T: EA W<��'> ❑ QC � QC CHECK:.. G(. LU - Cy JOB No. TM - 2152369 SCALE: AS INDICATED DATE: 07/23/2016 S2.1 v Q.. q nn 1 n, - M 91 1/4"=11-011 SYMBOLS LEGEND I INDICATES GROUT FILLED CELL WITH (I) VERT. #5 CONT. FTG TO TIE BEAM (6' -II" O.C. MAX U.N.O.). 6 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. RI INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 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 MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. !11 0 W ❑ W W v 0 N z O_ I— ❑ O W — = I-- 1-0 11 W ry OU U (n C� W Z Q J_ ❑ O - J W LU L O U) z o0%111,1111 . lip ci s®oa'ga goes °'�a���Jyyy�• . a) � �It a r Cty I__I O a J z N T ❑ J W ❑ -� Z rY L ED J O O U • Z O CQ U iiu Ir. �rl7j� N C� _U iil�,ry{{�IIj10Il�i� Ilk l� O W O I— O 1 LLo U ulil (� C) LQ) a W O O 0- W W CyD I- U D ly- I- U) _U L W 0) r � C; E O z �' v Z v0Ora 1v (nom O �- (n tv 'rZ' m LLIJ < jR Z rL S �0LIJ G1tn�v U� �X LH tiC' IL P U 111 I u - J ZO 0 ❑ P- ® � 0 U � M z r W v� 0 0- c� b z o z O -j O ❑ Z W I- z❑ Z z® T ® F- F- U) W Io- ® e ❑ 0000 LU �_ W ® z c❑n LJJ � 0 Lu 0 ® F-- r_._Y In gUIL/�� STRUCTURAL ENG: BED 1� DRAFTING: � op W-STRUCT: EA y ❑ - - �u� iT�1� �' CSC CHECK: CC -- � JOB No. TM - 2152369 Cn SCALE: AS INDICATED 2 DATE: 07/23/2016 S3.0 4 o� U) LU HI U W Z H 1 1 n�� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. 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OR LINTEL �II SD7 LD04 SD6 05 CD 0 0 0 03 F13 F14 BW1 F13 F13 F16 LD04 SD6 PM SD8 'W01 SD7 INI LD04 SD6 Sao o�o , 0Wl�°..1"x F17 IF I SD2 IIS II�II� SD6 I SD8 SD4 WS13 SD5 III F20 W� B2x12 ws11 III III 132x12 E SD5 III 132x12 III I�I---------- FI H=---------� FI DC04 s WS SIM SD5 BF04 SD7 SIM- NO FLOOR SYSTEM SD3 2 SD8 - MD03 SD2 F17 F21 N NOW In' ©'q u� co i MD03 v SD2 61 _ .. i WS13 PW09 SD5 SD8 SIM r='13 SD5 -> PWO2 —� SD7 WF15 LD04 PWOE SD6 SD6 SD8 8 IF I SD2 IIS II�II� SD6 I SD8 SD4 WS13 SD5 III F20 W� B2x12 ws11 III III 132x12 E SD5 III 132x12 III I�I---------- FI H=---------� FI DC04 s WS SIM SD5 BF04 SD7 SIM- NO FLOOR SYSTEM SD3 2 SD8 - MD03 SD2 F17 F21 N NOW In' ©'q u� co i MD03 v SD2 61 _ .. i WS13 PW09 SD5 SD8 SIM r='13 SIAL L LEGEND -> SIAL L LEGEND IW J Z I -- F = 9'-4" T.O.M. = INTERIOR/EXTERIOR ❑ BEARING WALLS VERIFY '-U ❑ HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL W a-' 0 cV Z 0 I— Q _O � F- uo n W 0 U U U) (7 W Z C) 0 m Q ❑ 0 J LL w W I 0 Z a 0ljliit3t9;aaa� oPa rn (y) a''..4i a,, 9fl• • 1�7;a'6a.1l�� , LU nl co '+yam •p••{ f LL UD w o Z UL P p1 z 1 0zz Q J ) �f�tl•HD �/1 9�U q•Ob � •�•f�0y099 Bayo• (�'1�� '' ' Q L.L O ®aatttttiya�e�� n U) LU J n O , U �� v Q cai W F S) O ell o z �� LL 0 t1z lv� z 0 a. LU (Y U r - U ❑ � C7 � U _ng o ZO LU V)°'��: H-z� r� 06 L7 CJ - - U F-6Ui OJ F- �N�� iR W T �F 0� v T z L ~ O z 5 La -N Don � L!_I W ® Q ~ LL- F F � o o 0 l 0 LjL U II I� z IJ T U) U)�/�� 0 c7 �- OJ ❑ W W ® !A z - ~ W 0 ® 1 ❑ LU ®� 00 of) 0 (0Ljj 0 z� U) W >- o Q ry U a_ J STRUCTURAL ENG: BED Q,UILC��Lc Q DRAFTING: -sTRUCT: EA ILL! ❑ �;5 - - - - c: QC CHECK: CC ry JOB No. TM - 2152369 2 SCALE: AS INDICATED ~ DATE: 07/23/2016 - NOTE: SEE PAGE S4.2 FOR N®TES AN® C®NNECT®R 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. F21 F22 TI PW03 SD7 LD04 SD6 OD03 SD2 F13 gD7' F14 F13 F13 F16 CO3 F17 I I l� -- SD7 1. • 09. NO I N cos LD02 C) o .I..�1. SD4 ■_ 1 1 1 1 I SD 3 NSI 1 SD5 PF03 U_ NF15 F19 SD6 0 C04 2 f�nl�I WS1( SD5 CD WSIM SD6 SD8 SM SD7 F13 LD04 SD6 CO3 ,X� �Fol ... I o WF15 SD6 • PA. • �7M 6, w ■ , 0 i �f��� o r O o < U FAJ* O` U NMI!, 1 " + p rM O I- '�r� I i SD8 SM SD7 F13 LD04 SD6 CO3 ,X� �Fol ... I o WF15 SD6 C04 2 I BW1 I NS 1( SD5 AWo SD2 a ur'MMMO I'� O • �I1 • w ■ , 0 i �f��� C04 2 I BW1 I NS 1( SD5 AWo SD2 a ur'MMMO I'� O PW01 SD7 NS 1( SD5 BW1 A WF06 SD3 F02 WS11 SD5 F41 F03 F05 F06 F06 F09 O n �t SD3 � I I WS03 I SD5 F02 A)l 7 RF01 WF15 WF15 so SD6 SD6 0 /IDO3 N N p O LL O O O CDN N SD2 o� i u LL o 0 0 WS13 W08 SD8 SD5 12 1 1 @ 24" O.C. SD4 ✓VS 1 SD5 NSI 1 SD5 1/4"=1 '-0" WALLLEGEND EGENCD J Q = 9'-4" T.O.M. = INTERIOR/EXTERIOR z Q BEARING WALLS VERIFY W 0 F•IGT. W/ ARCHITECTURAL U) PLAN U.N.O. OR LINTEL Lij v 0 N_ z 0 �O W _ F F- �_ LH 0 U W z Q J D m < o _ WW T_ f— rr LL O •• OVID o � C3 z 'xg .� tiny Nrar'� W ` a i O NOTE: SEE PAGE ��,� �®R NOTES ANS C®NNE �TO�. EEGEN� 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. O w ipil'r , 0 i �f��� o o < U O1 O` U • " + p L O O tL_ ..il O LU I U t, Ing cn � CL i I O 0 J �' r Q V) �z��U -o: a CC UZ 0 _j _ PW01 SD7 NS 1( SD5 BW1 A WF06 SD3 F02 WS11 SD5 F41 F03 F05 F06 F06 F09 O n �t SD3 � I I WS03 I SD5 F02 A)l 7 RF01 WF15 WF15 so SD6 SD6 0 /IDO3 N N p O LL O O O CDN N SD2 o� i u LL o 0 0 WS13 W08 SD8 SD5 12 1 1 @ 24" O.C. SD4 ✓VS 1 SD5 NSI 1 SD5 1/4"=1 '-0" WALLLEGEND EGENCD J Q = 9'-4" T.O.M. = INTERIOR/EXTERIOR z Q BEARING WALLS VERIFY W 0 F•IGT. W/ ARCHITECTURAL U) PLAN U.N.O. OR LINTEL Lij v 0 N_ z 0 �O W _ F F- �_ LH 0 U W z Q J D m < o _ WW T_ f— rr LL O •• OVID o � C3 z 'xg .� tiny Nrar'� W ` a i O NOTE: SEE PAGE ��,� �®R NOTES ANS C®NNE �TO�. EEGEN� 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. O w U 0 , 0 i �f��� o o < U O` U • " + p L O O tL_ O LU U cn � CL i O 0 J �' r Q V) �z��U CC UZ 0 _j _ --1 QC)- 0�o E O F 3 Q IJ ® ��Q< o I- O 0 C14 O o 0 W Z = W. 0 W cq c �- O 0 ❑ Z W LU fill I _ ❑ z F 0 O ~ Cl) 1- 0 ❑ 0� ® O ® M W CD LLLJ C)U F- ©ZCe) J V W W Er- O F- F- � U n U) STRUCTURAL ENG: f',UIID� BED �c J DRAFTING: AjjV', LLJ STRUCT: EA -_ QC CHECK: cc- � JOB No. TM - 2,152369 - T SCALE: AS INDICATED DATE: 07/23/20,16 BEARING WOOD WALL SCHEDULE O(2)2X4 STUD LUMBER CONNECTION & FASTENERS - UPLIFT CAP. BLOCKING TAGSPACING SPF #2 BUILT UP STUD COLUMN SPECIES (plf) O(2)2X8 TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)124 TOENAILS NO UPLIFT MID -SPAN O4x4 BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" U.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. O5-1/4"x5-1/4" BWQ 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O5 BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf -'rd. PT. 3 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN B3.5x11.25 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ`D TO MISS STUDS 1'160 plf MID -SPAN MTS 12 w/(14)10d x 12" NAILS BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO BEAM: SIMP. HUC410 w/(,I8)16d & BW'10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5" EMBEDMENT BW11 12" SYP 1/2 FHREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3640 BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf ird. PT. s 10 STANDARD BEARING WALT_ 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. %" 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 THF 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THF 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 BLARING 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. ARF 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 I FAVE A -1" GAP FROM TRUSS TO TOP PL ATE AND ATTACH USING EITHER (2)124 TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(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 O(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 O(2)2X6 SYP 92 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP 42 POST P O 3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN. OR 3-'1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. O7x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN O5 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 &" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)L" 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 A" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 283" 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 BEAM SIZE CONNECTIONS HEADER FASTENERS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) B2x8 META16 w/(7) 10dx12" NAILS OR w/(6)10d NAILS & (14)4"x24" 00 PLATE TAPCONS META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 140 16d NAILS (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) TO BEAM: SIMP. HUC410 w/(18)16d & _jW (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply TRUSS (12) 164 x 12" NAILS PLATE (2)ply 1900 (2)ply 1900 ATTACH KING STUD TO HEADER w/(8) H10A w/(18)10d x 12" NAILS OR O H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (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 FRAME TO FRAME 1245 1450 PLATE (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) ON MASONRY: SIMP. META16 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 TO POST: SIMP. HTS20 OR L STA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(,I8)16d & F81 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT NAILS & (18)2'x44" TAPCONS Ifl HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 W SET EPDXY MIN. 7" EMBEDMENT (10) 10d NAILS 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 NAILS & (18)4"x24" TAPCONS EPDXY MIN. 5" EMBEDMENT w 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 833p1f 928pif 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 & g" 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN OUFTG. OR 1290 1300 COLUMNS USE (18)#10x12' SD SCREWS INSTEAD OF NAILS ❑ .z r1 � HTT4 w/(18) 16d X221" NAILS w/g" EPDXY ANCHOR w/SIMP. QC CHECK: 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x1Z" SD SCREWS INSTEAD PF NAILS SCALE: 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 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 26 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 535lbs 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 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. 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. 2. 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. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE_ TAG BEAM SIZE CONNECTIONS HEADER FASTENERS TO POST: SIMP. HTS20 OR L STA18 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) TO BEAM: SIMP. HUC48 w/(14)16d NAILS z (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" 00 PLATE TAPCONS 2)2x10 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) ON MASONRY: SIMP. META16 O 16d NAILS TO POST: SIMP. HTS20 OR L STA18 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) TO BEAM: SIMP. HUC410 w/(18)16d & _jW (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d rT PLATE NAILS & (18)4"xO" TAPCONS (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) ON MASONRY: SIMP. META16 O 16d NAILS TO POST: SIMP. HTS20 OR LSTA18 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) TO BEAM: SIMP. HUC410 w/(18)16d & r (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 n PLATE NAILS & (18)4"x2q" TAPCONS (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) ON MASONRY: SIMP. META16 PLATE BETWEEN PLIES 16d NAILS TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH OPENINGSIZE JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ~ NAILS & (18)4"x2-"" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR L STA18 m TO BEAM: SIMP. HUC410 w/(,I8)16d & ®® (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 NAILS & (18)2'x44" TAPCONS ON MASONRY: SIMP. ME-FA16 CO TO POST: SIMP. HTS20 OR LSTA18 W TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl6 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 0 0 NAILS & (18)4"x24" TAPCONS w ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR L STA18 ON MASONRY: (2) SIMP. MLTA16 B5.25x16 (3) 1.75"x16" LVL LI NAIL TOGETHER USING (3) ROWS OF 124 NAILS @ 6" O.C. EACH SIDE n w TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL Fes- CL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. UNE 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 HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 1- z 16d NAILS H2x8 1 (2)2x8 #2 SYP w/„ Z FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) V) Z 0� 00 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) O 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) _jW 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) rT 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) U r 16d NAILS 1-15.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) n 16d NAILS ❑ z (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENINGSIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI '1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO 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 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS 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 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 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 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT -- -STO P ---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, 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 SHALL 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 END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. J z O F' H U n' n® 1- z O ❑ o V) Z 0� 00 C) oz O W O W = F --- 0 U O 0 _jW 0 c T c) rT W W W j� W v) W O �- LLI U o U r LLJ _z 0 co U) n IO ❑ z O W V) Z ❑ U) ~ W O m ®® 00 Q CO M W 0 F- 0 0 w IJ O LI I- U n w ui z Fes- CL O STRUCTURAL ENG: J Q - DRAFTING: F-- 07 O, 1g1111d11/,�,if� -STRUC'T: = .n k`4l LU a ❑ .z r1 � 1 /4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 �C. W 4+ W ` J \ � o O U 0 Z O 1 �� i LIA J� I- O - 4 r- Li 0 O W U COx z0 7- U) UJ 0 t' 0 j O (3)W 00 ci z Q O W L EL� > O ry J (n LL 0 W F' H U n' n® � -6� O ❑ o V) Z 0� 07 U_ C) oz O W O z O 0 U O 0 _jW 0 W T c) rT W W W U Z C j� W v) W O �- LLI U ~O0u r LLJ _z 0 co U) n IO ❑ z CO F' U) � -6� t- Z vo,Y�.� o V) Z 0� a oz ��,� o U`YV5r O 00 0 W z LLI r f z ❑ z I- Z V) U) ~ W O ®® 00 Q IIS CO M W 0 F- 0 0 w IJ O I- U n z W STRUCTURAL ENG: J Q - DRAFTING: F-- -STRUC'T: W ❑ QC CHECK: iJ JOB No. SCALE: DATE: BED p,U lQ°a Sr1lv EA r c> Cc TM - 2152369 AS INDICATED 07/23/2016 S4.2 U) � -6� t- Z vo,Y�.� F- V) Z 0� a oz ��,� o U`YV5r O 00 BED p,U lQ°a Sr1lv EA r c> Cc TM - 2152369 AS INDICATED 07/23/2016 S4.2 _\00F FRAMING PLAN 1/4"=1 V-011 NOTE: SEE PAGE 54.E FOR NOTES AND CONNECTOR LEGEND 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. W �< z STANDARD 2ND FLOOR FRAMING (D NOTES: p 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR W WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR 10I TO FOLLOW THE DETAILS INDICATED BELOW" � OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS f-- SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR U f�II+Ii�P6rry"ki SHEATHING IS NOT CONTINUOUS) U OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS Q SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR O'I SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. I I WALL LEGEND w 9'-4" T.O.M. = INTERIOR/EXTERIOR s BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL EXTERIOR FRAME WALL SCHEDULE LU (TAYLOR MORRISON),; WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING LU I- INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" U.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX C� 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX c� 2x4 SPF #1/#2 16" O.C. MAX 12" U.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED n 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 W 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 #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 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 �< z ❑ (D p o W LU W 10I ❑ z � w - O t\ f-- z U f�II+Ii�P6rry"ki < =) in i3 <YZzE U ti Q Lq O'I O0N� dal I I w z0 s U�Sl �`V W z +:. (D p o W O W 10I ❑ z � w - O t\ f-- z U f�II+Ii�P6rry"ki < =) in i3 <YZzE U ti Q 00 O'I O0N� dal I I w z0 s U�Sl �`V W z LU O LU I- z ❑ o U z U C� c� J z n W � ❑ ®OM m � � Q r— U) ® M C) it W >- O J LL > u IJ I- �- fY LL LL_ O U) z`e%%J 1111111 j,� r oa I I to DRAFTING: LU U D >Y 1- LL U 0 A z O 0 f- U z O +:. (D p o W r n N M n QZen W 10I ❑ z � w - O t\ C7 Q U f�II+Ii�P6rry"ki < =) in i3 <YZzE U ti Q F= C4 O'I O0N� dal I I z0 s U�Sl �`V W LU U D >Y 1- LL U 0 A z O 0 f- U z O (D 65 n W r n N M n QZen W i OF -0 Z g Q 7' O < =) in i3 <YZzE U fwy!� 00� fn a n O F= C4 O O0N� J 75 ❑ W z LU O I- z ❑ z W � ❑ ®OM W � � r— U) ® M C) U W >- O Q I- U LL I- U) STRUCTURAL ENG: J Q DRAFTING: -STRUCT: Iz E) «C CHECK: LU 0 z (D 65 n W r n N M n QZen W i OF -0 Z g C) r o 7' O < =) in i3 <YZzE U fwy!� 00� fn a n F= C4 O O0N� 75 BED BUILD �`'a EA cc er� JOB No. TM - 2152369 SCALE: AS INDICATED F DATE: 07/23/2016 U) WI �I � 1 Iii z J T' U <C 1 IN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B 1 1 W/ STRAPS W/STRAPS WS06 WF11 WS06 ESD8 SD5 S SD5 — A 5 XA H2x8 — - = ISI' H2x8 WSO4 ':la -- -- -- --- -- - -- SD5 ' WSO4 'P p SIM USE 21 �4'Ilr� SD5 @BASE SIM USE 21 N,lull,u� @B SE I ll' 1 PW04 SD7 -- — --- — -- --- 00 CD co R34 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) STANDARD 2ND FLOOR FRAMING 1 21 B o SIMPSON A35 CLIP T&B WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR — — — -- PW11 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR I SHEATHING IS NOT CONTINUOUS) SD8 Aim W/STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W/STRAPS 12 WS06 (WF11 I WALL LEGEND WS06 = 9'-4" T.O.M. = INTERIOR/EXTERIOR J09 I BEARING WALLS VERIFY I I CD V' o I 11\41 0 A 13 I (TAYLOR MORRISO�) ` WALLS WITH PILASTER OR STUCCO FINISHES 5 A STUD & SPECIES SPACING ` 4SD5 6 WS 13 END LONE :® R0SD5 6 H2x8 14 I� 16" O.C. MAX !°r I 2x4 SPF #1/#2 16" O.C. MAX H2x8 9'4" 2x4 SPF #1/#2 WSO4 Rog 10'-0" 2x4 SPF #1/#2 -- — CD MCD N TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR SD5 > > L ��hIIG'�1 I -- --- 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE --- -- -- SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN PW05 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR R10 SD7 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE 4 III R11 SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. SIM USE 21 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. i; @ BASE I I I � I { U I� - I 1 I 7 W PWO5 li o > SD7 \ UU:SIM J D WS05 -- M - Illi, � M SD5 co CD M 1 jI r D — — — -- H2x10 L SD7 �Uhll — — U W = _ II�I'�II A 5 16 5 B z D 10119119dddd! aYa� �� 0 00 N 1H ON,T LP ¢ IN p, y ¢ SD5 w=a J 4 s� SIM USE 21 O !E r) p Z " @ BASE z � c ° o O UE 0 • X11, 1 i 1 R34 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) STANDARD 2ND FLOOR FRAMING -- 21 B o SIMPSON A35 CLIP T&B WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR — — — -- PW11 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR I SHEATHING IS NOT CONTINUOUS) SD8 Aim W/STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W/STRAPS 12 WS06 (WF11 I WALL LEGEND WS06 = 9'-4" T.O.M. = INTERIOR/EXTERIOR J09 I BEARING WALLS VERIFY I I TSD5 I 11\41 0 A 13 I (TAYLOR MORRISO�) ` WALLS WITH PILASTER OR STUCCO FINISHES 5 A STUD & SPECIES SPACING SPACING= - 4SD5 WS 13 END LONE :® R0SD5 6 H2x8 14 R07 16" O.C. MAX !°r I 2x4 SPF #1/#2 16" O.C. MAX H2x8 9'4" 2x4 SPF #1/#2 WSO4 Rog 10'-0" 2x4 SPF #1/#2 -- — CD MCD N TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR SD5 > > L -- --- 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE --- -- -- SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN PW05 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR R10 SD7 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS R11 SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. SIM USE 21 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. I @ BASE I I I � I U I� I I 7 W J D M — CQ M M 0 co CD M 0) r D — — -- — L SD7 U W = e, 11111111 11113 0 .kV \�,110 PW11 SD8 R35 SIM H2x8 R36 GE01 SD3 SD SIM WS05 A 5 SD5 B 5 13 H2x10 A 5 16 5 B WSO4 SD5 alar MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B W/ STRAPS W/STRAPS 1• -� STANDARD 2ND FLOOR FRAMING -- 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR — — — -- — — - SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR I SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS Z ❑ SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. I WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR J09 I BEARING WALLS VERIFY I I PLAN U.N.O. OR LINTEL I 11\41 0 A SCHEDULE I (TAYLOR MORRISO�) ` WALLS WITH PILASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING= - _ WS 13 END LONE :® R0SD5 6 2x4 SPF #1/#2 R07 16" O.C. MAX !°r I 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'4" 2x4 SPF #1/#2 16" O.C. MAX Rog 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX CD MCD N TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR > > > & 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 PW05 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR R10 SD7 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS R11 2 CID X WSO4 -��V SD5 R13 (l R14 R15 I R16 1� R17 rl- 00 1 > > > > NI CD =I R18 GE01 SD3 R19 EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD R21 9 4 B VV60A SD5 R22 R23 R24 R25 III CID X_ III � R26 A WSO4 R2 SD5 N J15 CD CD > > o J06 R54 A ou' J05 R55 u, H2x8 WS05 --- -- SD5 R56 GE01 SD3 11111 =� III SEEM— 0601.40 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 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. s r V C EL C z C Q C ❑ z f L z a F- 0 F- 0 W z v) W 0 L W F- U F- U) J F - Z W 0 155W U) T_ F - W STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR _� ¢ Q TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS Z ❑ SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR LU 0 BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL EXTERIOR FRAME WALL SCHEDULE F LU-- (TAYLOR MORRISO�) ` WALLS WITH PILASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING= - _ INTERIOR ZONE END LONE :® 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX !°r 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 #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 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. s r V C EL C z C Q C ❑ z f L z a F- 0 F- 0 W z v) W 0 L W F- U F- U) J F - Z W 0 155W U) T_ F - W _� ¢ Q Z ❑ LU 0 F LU-- _ 0 N_ �p JJ D fY U 7 W J D Z r D — — -- — L U W = e, D 10119119dddd! aYa� �� 0 00 N 1H ON,T LP ¢ IN p, y ¢ -'�dra�aalll��' JLL w=a J 4 s� O !E r) p Z " _ - z � c ° o O UE 0 • X11, Oh fn i (D U P• W _ G , i7 N 4n Z 0 CK V) 1 V) 0 P (n O U ��'Ji� IJ ~ C � a � 0 O C)I— ~O 0 ILLI U) z r) ISI 91 T 3: Z 0 0 F- W !X ® 1 O®00 C� O F- lk- LY n JILli�' STRUCTURAL ENG: BED DRAFTING: , �Ivi O� -STRUCT: EA QC CHECK: CC JOB No. TM - 2152369 SCALE: AS INDICATED DATE: 07/23/2016 - S4.4 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z n LU n F— s U w >- z O CO Q AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D - PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS el ° 0 4 ° Z °IIII BOTTOM STEEL IN LINTEL IF ' ! INDICATE - SHOULD HOOK INTO VERTICAL CELLS ,. ROUGH OPENING PER PLAN ° 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 MD08/35 FOR LAP INFO. q `v ° . METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) 0" HO TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK W TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ � (1) #5 DIA. REBAR O LL Z J a W U) STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 :®.v LAP SPLICE Iq q a STANDARD LINTEL NOTES .^ ' NON -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT LINTEL PER PLAN 83 17/8 4-1/4 7 15 21/4 41/4 9-1/4 4 #4 o S 5 5/8 �.... ?..�..� . 55/8 121/2 TRANSOM OPENING 45 3 1/8 7 v 25 33/4 a 151/2 30 #6 33/4 FRAME INFILL ARO6f o '14 30 4-1/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/4 WINDOW BY BUILDER 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 48$ ' SEE WF01/SD3 FOR 5681/2698 6472/3685 y 4"16 I. 1843 / 1625 / MORE INFO \ c 6390 / 3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 Q 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 277 --- 1254 / 1132 ------------ 3552/2003 255 LO 1075/1075 1838/1667 2883/2003 12'-0" 239 418/297 DOOR OR WINDOW OPENING MAX. OPENING 6 FT v4lll; r' 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 _ 328/0 1234/0 Z _ 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" it 284/0 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK W TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ � (1) #5 DIA. REBAR O LL Z J a W U) STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O 1 a STANDARD LINTEL NOTES .^ ' NON -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT LINTEL PER PLAN 83 17/8 4-1/4 7 15 21/4 41/4 9-1/4 4 #4 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH a STANDARD LINTEL NOTES .^ ' "B" : „D" „B„ „C.. LINTEL PER PLAN 83 17/8 4-1/4 7 15 21/4 41/4 9-1/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 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" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE STANDARD LINTEL NOTES .^ ' "B" : „D" „B„ „C.. LINTEL PER PLAN 83 17/8 4-1/4 7 15 21/4 41/4 9-1/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 TRANSOM OPENING 45 3 1/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 FRAME INFILL ARO6f o '14 30 4-1/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/4 WINDOW BY BUILDER 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 48$ ' SEE WF01/SD3 FOR 5681/2698 6472/3685 y 4"16 762/699 1843 / 1625 / MORE INFO \ c 6390 / 3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 277 --- 1254 / 1132 ------------ 3552/2003 255 471 /352 1075/1075 1838/1667 2883/2003 12'-0" 239 418/297 DOOR OR WINDOW OPENING MAX. OPENING 6 FT 1838/1446 r' 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 _ 328/0 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" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) LINTEL LOAD TABLE CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE STANDARD LINTEL NOTES "All "B" „D" "A„ „B„ „C.. ,.D,. 83 17/8 4-1/4 7 15 21/4 41/4 9-1/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 45 3 1/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 '14 30 4-1/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/4 42 LAP SPLICE EMBEDDED U D08 REBAR SPLICE DETAIL SCALE: 3/4"=V-0" STANDARD 90° HOOK v STANDARD 180° HOOK #3=2%' #4=2%2' #5=2%Z' #6 = 3" #7=3%" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LOADS LISTED BELOW HAVE BEEN APPROVED MAN. CAST LINTEL LOAD TABLE CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE_ APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS � D W N O_ 1 00 � w O U O z m Q 0 fy O LL = I- U_ O � p ' .� �.�+ Vjy� = � �., � „ J [_ z ~ fl U U) L11 C) W L LH O Z STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 81`8-1 B / 8F8 -OB 81`16-1 B / 81`16 -OB 8F24-1B/8F24-0B 8F3`L-1 B / IIF32-OB 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. ("1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. g" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS MATERIALS 1. f'c PRECAST LINTELS = 3500 PSI. 2. f'c PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM 0476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SL UMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL -' F = FILLED WITH GROUT / MARK �. / U = UNFILLED R =RECESSED' REQUIREMENTS �� � - - QUANTITY OF #5 REBAR @ 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113/5163 —6113/3820 8974/8054 10000 / 10000 - 2'-8" 1343 2693/2561 8974/5961 10000/8107 T-2" 1217 2165 / 1969 6113/2931 8672/4576 10000 / 6224 T-4" 1006 1663 /1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 6365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360 / 1631 6036 / 2549 832$ / 3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 48$ 991/991 2661/2143 5681/2698 6472/3685 4"16 762/699 1843 / 1625 3486 / 2602 c 6390 / 3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 277 492 / 352 1254 / 1132 2193/1567 3552/2003 255 471 /352 1075/1075 1838/1667 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 _ 328/0 1234/0 1779/0 _ 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 117710 1676/0 18'-$" 0 142/0 598/0 1114/0 1468/0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 146/0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 �� r;B y {G••.,•Qv y,,• f,�, • • { ��' 1 y � � � :, ^ � Z .A% � ''%Iql�flW � '\.�" � .• ""�®�••�"°S. . RECESSED LINTELS -FILLED 8R14-1B/8R14-0B 3725 / 3280 3343/3280 2769 / '2769 2769/ 1716 2"121/1716 1761 / 1761 r 1X39 / 1X39 1334/1334 1152/1152 8R22-1 B/8R22-OB 5499 / 5421 4933/4933 4085/4085y 4085/2839 3127/2839 2595 / 2595 1329 / 2267 1964/1652 1694/1552 CLEAR OPENING 8R6--1 B/8R6-OB 2'-4" 1694 / 1694 2'-$" '1425/1425 T-0" 1 `L30 / 1230 3'-4" 1081/920 4'-4" II46/833 5'-4" 664/572 6'-4" 526/434r 7'-4" 480/322 8'-4" 415 / 235 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 31-011 ,31-0" ,_3'-0" ,. 16'-10" 16'-10" U) Lu 1U) z 1 T U LINTEL PLAN 1/8"=1' 0" l 00 'rP cv LH O Z U Q —1 < Z >_ OJ ya �+ ry 11 ZJ [-'I b-1 B/ 1 I r 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP y 0 8RF14-1B/1T J -- _ '� --_. —NOMINAL HEIGHT O 81`16-"1B/1T —NOMINAL WIDTH TYPE DESIGNATION U , 0Z0 l m E 8RF14-013/1T 0 ,I z � O 8F16-0B/1T 1-1/2" CLEAR"w� c, cO 8F20-1B/1T J = u IIu"" Pio 1 L_a. n Q 1 z \. O1E _ - - #5 REBAR AT TOP MIN. (1) REQ'D Z F' 8F20-0B/1T U Q _ =t _ _ _ C.M.U. U? ro 0 8RF22-1 B/1 T O°z i ° _ GROUT G`�t} vi O _ O 0 8F24-1B/1T r' z - _ #5 REBAR AT BOTTOM OF LINTEL z _ L�lc'v U � - _ CAVITY O v1ti� O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED L U v 7-5/8" ACTUAL IN LINTEL (VARIES) 0 8F24-OB/1T 8" NOMINAL WIDTH 8RF30-1B/1T FILLED I O 8F32-1B/1T 1-1/2" CLEAR U F— :D O 8RF30-0B/1TT - - IZ Q c� _ J#5 REBAR AT TOP MIN. (1) REQ'D 0 z O 81`32 -0B/1T - _ z _ _ C.M.U. a - v O 81`38-1B/1T o = O rn0)-^ O 8F12 -1 B/1T z — z z M �n _ O O 81`40 -OB/1T BOTTOM REINFORCING PROVIDED < O (5 W 1 �ap 7-5/8" ACTUAL IN LINTEL (VARIES) z (n < F rn P4 Ow 8F8 -0B/1T8" NOMINAL WIDTH I I� _j ¢ - M r• ih O 7 -UNFILLED z Z g O ���� SAFE LOAD TABLE NOTES = ry� LU I 6y F ca IBJ F "' 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J z �C) LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. W O 2. 0 = NOT RATED. U 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. z IJ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR - �r 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w U) ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. cn O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0- 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z SUPPORT. 0 z 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 � z u O �e T X 0 z 0 z z y 0 O C) 0 O 00 LJ� w ~ I® co IJ O F --F® U 2 I— U) STRUCTURAL ENG: BED p,Ull.l��L .( DRAFTING: S zLU STRUCT: EA A�=`�h0 p� QC CHECK: LL] _ Ly JOB No. TM - 2152369 SCALE: -�- AS INDICATED DATE: 07/23/2016 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. S5.0 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D - PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS v d 41 ° °a. III 4 METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) 10" HOOK a I• d ZBOTTOM IF GRADE 60 BAR SIZE STEEL IN LINTEL LENGTH LAP SPLICE INDICATE - SHOULD HOOK z LAP SPLICE INTO VERTICAL CELLS J „B" 11C.! a "All ROUGH OPENING PER PLAN ,!C!! a' 43 17/8 41/4 W 15 21/4 41/4 ' LL a 21/2 a 91/2 20 JZFRAME INFILL AROU�D,' 55/8 121/2 24 #5 3 1/8 WINDOW BY BUILDER 113/4 25 c� 7 151/2 30 SEE WF01/SD3 FOR 33/4 81/16 14 30 41/2 w° 181/2 36 �. 43/8 _ 1/21 35 51/4 1913/16 213/41 17 ° yq U z O _ !!! a J DOOR OR WINDOW OPENING ' o .ro O v ' III 4 METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) 10" HOOK NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT F4 a •l I!° " I / I SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 a LAP SPLICE "All „B" 11C.! "D" "All LINTEL PER PLAN ,!C!! a' 43 17/8 41/4 7 15 21/4 41/4 ' 18 a 21/2 5 5/8 91/2 20 JZFRAME INFILL AROU�D,' 55/8 121/2 24 #5 3 1/8 WINDOW BY BUILDER 113/4 25 33/4 7 151/2 30 SEE WF01/SD3 FOR 33/4 81/16 14 30 41/2 / MORE INFO \ 181/2 36 #7 43/8 9 13/16116 1/21 35 51/4 1913/16 213/41 17 ° yq U T _ #5 REBAR AT TOP MIN. (1) REQ'D a J DOOR OR WINDOW OPENING ' o .ro O v ' LO C.M.U. r a ? O 8RF22-1B/1T ¢ z __ - _ GROUT OL0 puhuhiill4Vi'!I!il! r�\GZ OK 8F24-1B/1T 0 �' NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT F4 a •l I!° " I / I TYPICAL MASONRY CONSTRICTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All „B" 11C.! "D" "All LINTEL PER PLAN ,!C!! a' 43 17/8 41/4 7 15 21/4 41/4 ' 18 TRANSOM OPENING 21/2 5 5/8 91/2 20 JZFRAME INFILL AROU�D,' 55/8 TYPICAL MASONRY CONSTRICTION 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) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All „B" 11C.! "D" "All LINTEL PER PLAN ,!C!! !!D!! 43 17/8 41/4 7 15 21/4 41/4 ' 18 TRANSOM OPENING 21/2 5 5/8 91/2 20 JZFRAME INFILL AROU�D,' 55/8 121/2 24 #5 3 1/8 WINDOW BY BUILDER 113/4 25 33/4 7 151/2 30 SEE WF01/SD3 FOR 33/4 81/16 14 30 41/2 / MORE INFO \ 181/2 36 #7 43/8 9 13/16116 1/21 35 51/4 1913/16 213/41 17 yq U T _ #5 REBAR AT TOP MIN. (1) REQ'D < DOOR OR WINDOW OPENING ' o .ro O MAX. OPENING 6 FT ' -�_ C.M.U. r a ? 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) 8F8-1B/1T GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All „B" 11C.! "D" "All !!B!! ,!C!! !!D!! 43 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 3 1/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16116 1/21 35 51/4 1913/16 213/41 42 a LAP SPLICE U cn EMBEDDED 4DI08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" STANDARD 90' HOOK c STANDARD 180' HOOK #3=2%" #4=2%" #5=2X2' #6=3" #7=3X2' ..J PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE_ LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS IJ STANDARD LINTELS STANDARD LINTEL NOTES o __------ TYPICAL TRUSS ANCHOR PER PLAN CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81`24-113/81`24-013 8F32-1 B / 8F32 -0B W PROVIDE SCREEN WHEN BLOCK BELOW 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. "�--- 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 U) IS NOT REQUIRED TO BE FILLED LU 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. LU STANDARD 90 DEGREE HOOK 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. Q•' T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END o TYP. BOND BEAM 8" x 8" x 16" K.O. T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 LINTEL BLOCK FILL w/ 3000 psi CONC. 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 (1) #5 DIA. REBAR 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. z 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825/4592 ❑ 0 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 1-- 71-011 416 752/699 1843/1626 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0- 8._011 - 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. W 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 O 0 10'-0" 292 667/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. z 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL STD. 90 DEGREE ANGLE 3000 psi 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 r SUPPLIER SPEC. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS CONC. w/ (1) #5 DIA. REBAR 12'-8" 0 369/261 1002/984 1697/1361 2630/1738' 630 / 1738 m �— 13'-4" _0 328 / 0 1234 / 0 1779 / 0 2662 / 0 Q 14'-0" 0 292/0 1160/0 1660/0 243 ❑ 8" x 8" x 16" CMU U.N.O. 16'-0" _ 0 284/0 950/0 1379/0 19917/01 MATERIALS O 18'-0" - 0 211/0 750/0 1177/0 167 V - INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 18'-8" 0 142/0 598/0 1114/0 1461. f'c PRECAST LINTELS = 3500 PSI. T IJ MD08/S5 FOR LAP INFO. 20'-0" 0 180/0 598/0 1024/0 144 p • F fY 2. ft PRESTRESSED LINTELS = 6000 sl 20'-8" 0 145/0 550/0 981 / 0 1376/0 PROVIDE CLEAN OUT OPENING @GROUT 22'-8" 0 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f'g = 3f'00 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 00 JOINTS SHOULD NOT BE CUT STRENGTH = 1900 PSI. a 11! 6 Vq A/ LU � CLEAR OPENING 8R6-1 B/8R6-OB 81314-1 B/81314 -OB 8R22-1 B/8R22-OB L7 ��a is v 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ?; ' w SEE FOUNDATION FOR FOOTING---Ev 2'_8 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. m � _., 3'-0" 1230/1230 2769/2769 4085/4085 ('l. `��� s 3'-4" 1081/920_ 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE s �I _j'" Q - -- 4' 4" r Q 846 / 833 2121 / 1716 3127 / 2839` {�,, rj� Q 5'-4" 664/572 1761/1761 2595/2595 LINTEL F =FILLED WITH GROUT / MARK U = UNFILLED R =RECESSED �' z �J� �' ❑ 6'-4" 526/434 1539/1539 _ 1329/2267 REQUIREMENTS v) `gym J Z O 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ��$°'mea 0* �; > J g'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY `�O �*�'� M w ---- -- O 8F16-1 B/1T^� a Li 07 W W W W z J H 2E 16'-10" 16'-10" 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 16'-0" L 11 K q ii lawok -_ 10 11 NX - 'a - 1/8"= 1 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. S5.1 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP O 8RF14-1B/1T NOMINAL HEIGHT w _j O° 8F16-1B/1T NOMINAL WIDTH O TYPE DESIGNATION C) 0 8RF14-OB/1T F 8F16-0B/1T 1-1/2" CLEAR 110X 0" a O 8F20-1B/1T _j � w yq U T _ #5 REBAR AT TOP MIN. (1) REQ'D < o .ro O 8F20-0B/1T U ¢ -�_ C.M.U. r a ? O 8RF22-1B/1T ¢ z __ - _ GROUT OL0 puhuhiill4Vi'!I!il! r�\GZ OK 8F24-1B/1T 0 �' - , - #5 REBAR AT BOTTOM OF LINTEL z - -_ CAVITY O 0 8RF22-0B/1TI` BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O O 8F24-0B/1T 8" NOMINAL WIDTH FILLED O 8RF30-1B/1T O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T 0 ¢ W #5 REBAR AT TOP MIN. (1) REQ'D ❑ z O 8F32 -0B/1T v _j - C.M.U. - U P• O 8F38-1B/1T z °�° 0 _ _ O IJ 4 � 5; r -1 WIT OO °�8F12 08F40 -0B/1T -� �` BOTTOM REINFORCING PROVIDED U p w 7-5/8" ACTUAL IN LINTEL (VARIES) O I- V) 4c c� V) N •• O 8F8 -0B/1T 8" NOMINAL WIDTH LU LU � g 0 UNFILLED I– Z F- s U ¢ c) SAFE LOAD TABLE NOTES QV) a w z IJ Q Z ~�� Q v � 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 } _ O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. O - 2. 0 = NOT RATED. U �- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q IW 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR z -T- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING LU ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. w 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z SUPPORT. D � 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O Lj 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. ❑ z w O 7– F- z o z I– ~ W O ❑ 0000 LL] Lu � W T- Q 0 p -A ❑ ry v n STRUCTURAL ENG: BED '60 17) _j DRAFTING: n' 1"�O -s,rRUC r: EA �^ CSC CHECK: ry JOB No. TM - 2152369 SCALE: AS INDICATED ~ DATE: 07/23/2016 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. S5.1 (1) #5 FROM FTG. TO --------- - I �F (1) #5 FROM FTG. TO O F°- F-- `I o ❑ w W ❑ I -- W 0000 o �" TIE BEAM SPLICE TO � 4 _ TIE BEAM SPLICE TO - BE MIN. 25" GROUT I L I�� " BE MIN. 25" GROUT J Q DRAFTING: - - - zS-ti�vf-or�,o CELL SOLID _ �I� ❑ CELL SOLID _ W JOB No. TM - 2152369 MASONRY WALL SCALE: AS INDICATED MASONRY WALL DATE: 07/23/2016 NOT USED SEE PLAN - SEE PLAN CONCRETE SLAB PER — - - CONCRETE SLAB PER W - II FOUNDATION PLAN_ FOUNDATION PLAN Q I VARIESOIL' SEE PLAN I .4 e W CO 00 '4°a I -e- ° CO 0(A GRADE -III° a. 4 ...I4 GRADE z W w _tYi._ I�� a s v a .Ipn -I I z T- i W I I > z w Q � a 4 o I� o � -= I=1 a 4 ° e e� O 4 I I- U o o `- L < O (2) #5 BARS CONT. (2) #5 BARS CONT. I - I I -I I CLEAN COMPACTED W/ 3" COVER TYP. 3' C V R CLEAN COMPACTED W/ 3" COVER TYP. 3 C V R FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY DENSITY 11'4' WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS F01 TYPICAL EXTERIOR FOOTINGFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR I SLOPED GROUT TO DRAIN I I OPTIONAL CURB BY II _ BUILDER _ z CONC. SLAB PER 8 a FOUNDATION PLAN LU e e °e. 4 _ III -II —I i I—III—I I— :, 1'-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS a0 FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. I w/ 3" COVER TYP. IF BRG. WALL ABOVE- HOLD BRG WALL BACK /� 2x BRG WALL PER 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS / PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE - WALL SCHEDULE 0 REQ'DA__r MIN 4" BELOW W W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" o FOUNDATION PLAN COVER TYP.1-1/2" COVER TYP. CONC. SLAB PER I W - - FOUNDATION PLAN 2 1/4" CONC. SLAB PER z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLANCL cY z 2x PT SILL PLATE 2x P.T. SILL PLATE o W a _CLO ° e — _I I-III=III= e I a i O IF — — _ — — ° III1— LU a � 45° � -1 11=1 I=1 III -1 I-1 I 1= a. 11 _1=1 1=1 h - - — L0 -III I d -III -I I= I I 1:E=' = 4=1 = -- -- _ I I -I 11=1 ❑ 1= 8 4' —_ —__ . —1 1=1 -1 I I- 11= I III I ' o O I11- C) I- I I—IIIII'— III -11I III—III=1 � u I- — z 16" CLEAN COMPACTED O CLEAN COMPACTED CLEAN COMPACTED FILL @ 95% STANDARD U (2) #5 BARS CONT. w/ 3 8" 8" FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD m DENSITY z, COVER TYP.; AT DENSITY COVER TYP.; AT c DENSITY (2) #5 BARS CONT. w/ T. 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 ❑_ COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE - . - - --- BARS REQ'D & FTG TO DENSITY U BE 20" WIDE NON-BEARING SLAB STEP DOWN fiFO DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP —1 I II II I II iI I—III- I I -I I- =III .. , — ' I I=1 I I—III-1111 II Uj ,i �_ _ '1 I I . ,IIIIII—III W W -� 11=1 I I I= (2) #5 CONT. w/ 3„ (2) #5 CONT. w/ 3'� — I 16" IN.. = I_ -I I- COVER TYP. M COVER TYP. I -III-III III -1111 (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY THICKENED EDGE AFO_9 TYPICAL STEP FOOTING DETAIL 3/4"=1 '-0" W W T_ I- fY L O BEARING SLAB STEP DOWN OFO' FOOTING AT INTERIOR BEARING z Uj 3/4"=1'-0" 3/4"=1'-0" c°n®• Mfr 0000 ,`tea :°°• °�'eu t` °' W LL VERIFY W/ DETAILS FOR REQ'D , off;° ' T (�j STEEL AT 2 STORY LOCATIONS w to . �W °� �, it p v �5 0 <C 02 w W L i f<o' J O MASONRY WALL-------- 41, � Z v 7f <, , �a 4 e.'. (>7 SEE PLAN --- ---------- CONC. ° = I _ (1) #� FROM FTG. TO j °� ,,�'�`� 1,i; � I CONC. SLAB PER 5 a SLOPE FOUNDATION PLAN = = TIE BEAM MIN. 25" �� �����, I� r I 9 a #5 CONT. �� PER MFG - 1 - SPLICE GROUT CEI I U)�`' e I l a REINFORCEMENT SEE SOLID PER PLANS W �41 X41.1 FOUNDATION PLAN \ - - n FOR QUANTITY p U \ `` U THRESHOLD PER MFG ° #5 x 25" x 25" CORNER �'e ,, J ve<� BAR, ONE FOR EA. — - - 4 - — — - bZ �) i . a V HORIZONTAL CONC. SLAB PER e� ' —' d 4 - _ —I I I I I _ = w1 cY-i U I=1 I I—I - I REBAR, TYP. U.N.O. I - - E FOUNDATION PLAN - - - - - - a 1 W p _ El(2)�..% gi 0 #5 BARS CONT. ' I =1-1111 11= 11= I ' a F�' o Q a _ -C TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" � 3/4"=1'-0" � % 3/4"=1'-0" �•�/ �/ SEE PARTY WALL FILLED CELL PER PLAN WOOD POST PER PLAN 1/2" x 7" J -BOLTS OR ALL THREAD DETAILS (S7) FOR 1/2" x 7" J -BOLTS OR ALL THREAD 3/4"=11-011 - SLOPE W/ 3" COVER TYP.; @ 2 -STORY CONDITION IL UHn. PER MFG '�� O _ SLOPE EXT. SURFACE (3) #5 BARS w/ 20" OR GRADE 1/4" PER WIDE FOOTING z • 2 FOOT AWAY FROM CLEAN COMPACTED � BUILDING FILL @ 95% STANDARD > o DENSITY ELASTOMERIC JOINT O FILLER W u1 EXTERIOR DOOR POURED SILL Fl2 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" U F- 8" CMU BLOCK ❑ FOR SIZE AND BASE RODS 6 FROM EA. END OF WALL WALL ASSEMBLY RODS 6" FROM EA. END OF WALL SEE PARTY WALL / V CONNECTION AND @ 32" O.C. AND @ 32" O.C. ;_ DETAILS (S7) FORJW - -. -.- - - � 4„ WALL ASSEMBLY - FD TOP COURSE TO BE SEE PARTY WALL PT BOTTOM PLATE - O GARAGE DETAILS (S7) FOR 3-1/2" CONC. SLAB w/ CHAIR BLOCKS. PT BOTTOM PLATE _ _______� ENTIRE BASE TO BE THREADED ROD 3-1/2" CONC. SLAB SEE PARTY WALL INFORMATION, w/ FIBERMESH REINF. DETAILS (S7) FOR FIBERMESH REINF. (1) #5 FROM FTG. FILLED SOLID 3-1/2" CONC. SLAB w/ ONLY OVER 6 MIL. VAPOR TO TIE BEAM TOP VIEW CORNER REQ'D AT WALL WITH OVER 6 MIL. THREADED ROD -~I g SEE ELEVATION FIBERMESH REINF. SPLICE TO BE MIN. W UPLIFT VAPOR BARRIER INFORMATION, ONLY BARRIER _ OVER 6 MIL. VAPORREQ'D AT WALL WITH SOLID OUT CELL ' CONC. SLAB PER CMU BASE w/ (1) #5 BARRIER UPLIFT GARAGE WALL @ EACH I I_ FOUNDATION PLAN '- O GE VERTICAL U BEYOND CORNER. SEE FLR. a - I V ., PLAN FOR BASE SIZE `7 . s° W Q U ° ° = w -III -III.. 4' O _ _ DRIVEWAY BY F SEE FOUNDATION FOR I 1 a I i III -I Po a. —1I - BUILD -R- CONCRETE I I - PAD SIZE a ,a � W OR PAVERS ° e 4'. a ry w I, r W w—.9 ' e a CONC. SLAB OR e — L - - -„ - W -I I I..�_1 f I I I1- I I I -III z w PAVERS PER PLAN I °° °e.l . c� u� CLEAN COMPACTED -I I 1=1 =1 I I _ - I-1 I I I I (-1 1 I III- 1 - 111- LIL " �. _ III _ m _ ". I ' n ° I 170 FILL @ 95% CLEAN W CLEAN COMPACTED e 4 STANDARD DENSITY. — _ (3) #5 BARS (3) #5 BARS COMPACTED FILL CONT. O `. 1 1 1 I_ I I III '- 1'-8" FILL @ 95% STANDARD - _ d = 2'_p" CONT. CLEAN @ 95% STANDARD IiII _I —1 I- I- DENSITY _-_ -j - �, �, 1 ° '°. COMPACTED FILL ARS DENSITY - 8" x 8" THICKENED I L. 8" 3" COVER TYP. _ ,_ <,� e _ COM (3) #5 B � EDGE w/ (1) #5 CONT. CLEAN COMPACTED - t-� @ 95% STANDARD 2. p,. CONT. Z F_ FILL @ 95% STANDARD I- - ° - - e I DENSITY Z DENSITY O F:3 THICKENED EDGE @ GARAGE DOOR *F1 FOOTING @ENTRY MASONRY COLUMN F1 TYPICAL FOUNDATION F18 TYPICAL FOUNDATION GARAGE F19 TYPICAL FOUNDATION CMU o t1_ ° 3/4"=1'-0" 8"CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN _ FINISH FLOOR PENETRATING �. .. PIPE GRADE PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'4" PARTY WALL SCALE: 3/4" = 1'4' TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. T FINISH FLOOR I `�1 PENETRATING PIPE PARTY WALL SCALE: 3l4" = 1'" PARTY WALL SCALE: -U W O ®' M 2 TOP (2) #5 x 4'-0" ❑ CENTERED AT PIPE PVC OR SCH40 SLEEVE < PENETRATION L- z O a III- PLAN FOR III 1- I OOP TIE (TYP.) SIZE & REINF. — ' = z - �I I I=III=1 III _� 1=11 I-- PIPE PERPENDICULAR TO FND "' + _ _-I-111_111-I III -III -III FOOTING PER PLAN _ 111 TOP (2) #5 x 4'-0" —1 I I—I 111 I in - I=1 11= I� I - 1=1 II III CENTERED AT PIPE CLEAN COMPACTED .I I 1 -III` I I- III -III III PENETRATION PVC OR SCH40 SLEEVE FILL @ 95% STANDARD FOOTING PER PLAN —I (I SEE FDNIPLAN III (SIDE VIEW) DENSITY III -I I( FOR SIZE -I 1 I=1 I a a 4 a. PVC SLEEVE -III_ & REINF. I _ - ®� ®� _ (FRONT VIEW) — 111=1 PIPE VERTICAL THRU FDN- III - TYPICAL FOUNDATION PENETRATIONS III=I I 1-111-1 3/4"=1'-0" PIPE PARALLEL TO FND 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 express W -3 < 2: W O F°- F-- `I o ❑ w W ❑ I -- W 0000 o �" O �✓ O t c� r I -- W -3 < 2: rr O F°- F-- `I U D j��U I L I�� " STRUCTURAL ENG: QED 1Lr," J Q DRAFTING: - - - zS-ti�vf-or�,o W -STRUCT: EA �^ ❑ QC CHECK: CC _ W JOB No. TM - 2152369 U) SCALE: AS INDICATED DATE: 07/23/2016 NOT USED SD1 ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 21 SCHEDULE. MIN E PROVIDE STANDARD FROM END OF W) . . MASONRY WALL. 2x6 P.T. BUCK EACH CONT. ROOF SHEATHING NAIL PER PLAN ® BLOCKING PER I (2) 2x #2 SYP SEE PLAN WALL SCHEDUL (5) 3/8" DIA. J -BOLT W/ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS w HOOK DOOR BRACKET, EA. BASE PLATE — SIDE OF DOOR. CONNECTION PI PROVIDE 1-1/2" x 3/16" WALL SCHEDUL THICK WASHER W/ EA. DOUBLE TOP PLATE ANCHOR. (1st BOLT TO H3, H4, OR H5 @ EA. END OF TRUSS OR BE 8" MAX. ABV. CURB, RAFTER REST EQ. SPACED TRUSS PER PLAN OR CONV. FRAMING w/ `a, a STRUCTURAL SHEATHING PER PLAN AND ROOF 2x4 BLOCKING FINISH PER ARCHSFIN BETWEEN TRUSSES ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING DOUBLE TOP PLATE w/ NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=V-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE > BOTTOM CHORD DOUBLE TOP PLATE U) r PLAN Lij .6 (itr�� r (1) #5 IN TIE BEAM 0 11 ° � ` .111 (1) #5 BAR IN PRECAST PLAN, 24" O.C. MAX U I'. 1 LINTEL < Z PER ARCHS T 2 #5's VERTICAL IN • SEE FRAMING PLAN W U 1®yj GROUT FILLED CELL U W z ~ go SEE ELEVATION z pI- J O TOP OF MASONRY U_ O - ' z SEE ARCH PLANS FOR L IW 1I �• �� .� ENTIRE COLUMN TO OVERHANG INFO z m BE GROUT FILLED W q U) U.N.O. co � a- (1) #5 VERTICAL IN < 0 TYP. SINGLE TIE -BEAM GROUT FILLED CELL (IF u) w W/ (1) #5 CONT. z REQ'D PER PLAN) F] � 0 z II: _m W I m21' W ❑ z NOTE: SEE MD08 ON i LINTEL PLAN FOR l_ �_ WINDOW PER w 1 ® ADDIT L REBAR INFO 99 FLOOR PLAN M DO VERTICAL REINFORCEMENT DETAIL PRECAST LINTI PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d 1 NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. cc 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIr ATTACHED PE. 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. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK OI COURSE W/ (1) CONT. F�1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" OF OPENING 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR -- CENTERED GARAGE BUCK DETAIL ARCH PER ELEV SEE PLAN FO FRAMING INF( THREADED RC PLAN / BEARIN SCHEDULE. 01` REQUIRED WH INDICATED ON GARAGE WALL SCHEDULE. MIN E BEYOND FROM END OF W) OLSTA18 MASONRY WALL. 2x6 P.T. BUCK EACH CONT. ROOF SHEATHING NAIL PER PLAN SIDE OF OPENING BLOCKING PER I (2) 2x #2 SYP SEE PLAN WALL SCHEDUL (5) 3/8" DIA. J -BOLT W/ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 5-1/2" EMBED. AT EA. BELOW AND CONNECT w/ HTS20 @ 32" O.C. DOOR BRACKET, EA. BASE PLATE — SIDE OF DOOR. CONNECTION PI PROVIDE 1-1/2" x 3/16" WALL SCHEDUL THICK WASHER W/ EA. DOUBLE TOP PLATE ANCHOR. (1st BOLT TO H3, H4, OR H5 @ EA. END OF TRUSS OR BE 8" MAX. ABV. CURB, RAFTER REST EQ. SPACED TRUSS PER PLAN OR CONV. FRAMING w/ 1/2"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER FRAMING DETAILS FOR 7/16" O.S.B. EA. SIDE ADDITONAL INFORMATION (HEADER CAN BE PT BASE PLA. 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 HEADER (SEE PLAN) ARCH PER ELEV IF 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD DORMER FRAMING DETAIL 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 2x STUDS @ 16" O.C. FOR KNEE WALL \ @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN �.., HEADER PER X LOCATION (2) 2x #2 SYP SEE PLAN TO TOP CHORDS OF TRUSSES BELOW WHEN 7/16" OSB W/ (2) 8d BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS NAILS BELOW AND CONNECT w/ HTS20 @ 32" O.C. /PRE-ENGINEERED OE ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY W/ 6d NAILS @ 16" O.C. FRAMING DETAIL (; 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 u EITHER UPSET OR 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 Z" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR �" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. 2x STUDS @ 16" O.C. FOR KNEE WALL \ @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN �.., PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END (2) 2x #2 SYP SEE PLAN TO TOP CHORDS OF TRUSSES BELOW WHEN 7/16" OSB W/ (2) 8d BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS NAILS BELOW AND CONNECT w/ HTS20 @ 32" O.C. /PRE-ENGINEERED OE ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY W/ 6d NAILS @ 16" O.C. FRAMING DETAIL (; DOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR 2x BUCKS, RAFTER NAILS TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF 2x4 BLOCKING FINISH PER ARCHSFIN BETWEEN TRUSSES ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING DOUBLE TOP PLATE w/ NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=V-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. u EITHER UPSET OR 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 Z" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR �" 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. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL MIN. 2x4 SPF #2 KNEE \ WALL WITH STUDS @ (2) 2x TOP PLATE 16" O.C. W/ 2x4 SPF CONT. STRUCTURAL BLOCKING ATTACH TO WALL WITH STUDS @ (2) 2x #2 SYP SEE PLAN SHEATHING ON BOTH 7/16" OSB W/ (2) 8d SIDES FROM TOP OF NAILS SHEATHING ON BOTH AT EACH TRUSS 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 NAIL SCAB TO TOP AT TOP AND SP1 CLIPS 2x BUCKS, TOP AND BOTTOM MII NAILS 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. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED \ (2) 2x PLATE (2) 2x TOP PLATE 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL MIN. 2x4 SPF #2 KNEE SCAB IN EACH TRUSS WALL WITH STUDS @ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 1 FOR BEAM SIZE STRUCTURAL (3) 10d NAILS TYPICAL SHEATHING ON BOTH AT EACH TRUSS SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF t RADIUS AS REQ'D BEAM. ATTACHED PER SHEARWALL NAILING SCHEDULE 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 BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORC SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C THIS CASE. COMPANY (3) 10d NAILS TYPICAL PRECAST LINTE AT EACH TRUSS KNOCK OUT CO 2x4 'X' BRACE ACROSS 4. LENGTH OF (1) 2x OR (2) 2x BUCK SHEARWALL TBD BY BUILDER NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MII NAILS (2) BAYS PAST A/C SPECS LOCATION. MIN (3) BA 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP �- TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS - TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE U) FRAMED WALL PER PLAN 3/4"=1 PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 121, 2x8 3/16" x 3" 12" O.C. 2 W J Q z I.._. LU 1/2" x 8" ANCHO ❑ OR TITEN HD @ TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, 1/2" x 8" ANCHO FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM OR TITEN HD @ ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, END STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 2x PT BOTTOM THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x PRECAST LINTE BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" KNOCK OUT CO O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S W SPECS 1 /2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM F'EFZF'. SHEARWALL CONNECTION TO TRUSS (TBOII A/C IN TRUSSES 3/4"=1 0 PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL: TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1 CHIMNEY FRAMING DETAIL 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 FLUE PER MANUF. SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) 16d COMMONS NAILED @ EACH END 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's TRUSS PER PLAN STRUCTURAL SHEATHING YP. TRUSS TO FRAME ONNECTION PER TD.CONNECTOR OTES SAME OUT TO BLOCK DGE z O ❑ p �n CL w Q U U CO z J IM Q O - - J w IIS T L O U) •°�d •s a%'��'✓' opo LU arr)- tV • J r � W. J O = Q U 9 s ❑ e F n I U j < 70 00000,4 < >_ 0 T '�s%ir➢119y199��'®C m U_ :) 2x TOP PLATE :) 2x #2 SYP SEE PLAN (U) DR BEAM SIZE (ONLY, OPENING PROVIDED n U ER PLAN) U 4' IN. 2x4 SPF #2 KNEE /ALL w/ STUDS @ 16" O C. w/ STRUCTURAL Q 1111 '"d;+";^ ,�Q\� N HEATHING FROM �-� " �rf4� 6 OP OF WALL TO iPP,�°�`` ., OTTOM OF WALL. F- O z TTACHED PER ¢ O o O AILING SCHEDULE v ', �� o THERWISE SP2 CLIPS LLz HO T TOP AND SP1 CLIPS O hV�1�45�T BASE ARE REQ'D (0UG L 0 a KNEEWALL OVER MASONRY WALL Q RE. ELEV FOR O.H. 11 .rh. CONC. SLAB - '. SEE FOUNDATION PLAN FOR MORE INFO !/ SEE FOUNDATION_j DETAILS FOR FTG INFO 3/4"=1'-0" L 1/2" x 8" ANCHO OR TITEN HD @ (2) 2x #2 SYP SEE PLAN U.C. & 6" FROM FOR BEAM SIZE END 2x PT BOTTOM PLATE PRECAST LINTE KNOCK OUT CO MASONRY WALL BUILDER FRAME L RADIUS AS REQ'D KNEEWALL AT UPSET BEAM F'EFZF'. SHEARWALL CONNECTION TO TRUSS (TBOII A/C IN TRUSSES 3/4"=1 0 PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL: TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD; GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1 CHIMNEY FRAMING DETAIL 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 FLUE PER MANUF. SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) 16d COMMONS NAILED @ EACH END 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's TRUSS PER PLAN STRUCTURAL SHEATHING YP. TRUSS TO FRAME ONNECTION PER TD.CONNECTOR OTES SAME OUT TO BLOCK DGE z O ❑ p �n CL w Q U U CO z J IM Q O - - J w IIS T L O U) •°�d •s a%'��'✓' opo LU arr)- tV • J r � W. J O = Q U 9 s ❑ e F n I U j < 70 00000,4 < >_ 0 T '�s%ir➢119y199��'®C m U_ :) 2x TOP PLATE :) 2x #2 SYP SEE PLAN (U) DR BEAM SIZE (ONLY, OPENING PROVIDED n U ER PLAN) U 4' IN. 2x4 SPF #2 KNEE /ALL w/ STUDS @ 16" O C. w/ STRUCTURAL Q 1111 '"d;+";^ ,�Q\� N HEATHING FROM �-� " �rf4� 6 OP OF WALL TO iPP,�°�`` ., OTTOM OF WALL. F- O z TTACHED PER ¢ O o O AILING SCHEDULE v ', �� o THERWISE SP2 CLIPS LLz HO T TOP AND SP1 CLIPS O hV�1�45�T BASE ARE REQ'D (0UG L 0 a KNEEWALL OVER MASONRY WALL Q RE. ELEV FOR O.H. 11 .rh. CONC. SLAB - '. SEE FOUNDATION PLAN FOR MORE INFO !/ SEE FOUNDATION_j DETAILS FOR FTG INFO 3/4"=1'-0" L U W ❑ __j z U ,O U) ���� Q Lij .6 (itr�� r 0 U 0 PRE-ENG.TRUSS PER 0 PLAN, 24" O.C. MAX U ROOFING MATERIAL < Z PER ARCHS T �/' O SEE FRAMING PLAN W U 1®yj FOR CONNECTION INFO U W z ~ go SEE ELEVATION z pI- J O TOP OF MASONRY U_ O U SEE ARCH PLANS FOR L IW OVERHANG INFO z I! I q U) Y) O a- TYP. SINGLE TIE -BEAM FnO W/ (1) #5 CONT. z GROUT SOLID❑ z W ❑ z i WINDOW PER w ® 99 FLOOR PLAN M 2: ❑ z •z Q z PRECAST CONC. OR POWERS STEEL SILL W W TYP. @ ALL WINDOWS C� �e O 0'_ EXT FINISH PER PLAN ❑ LU 0 0 O W co N u t- 0 Z MAIN FLOOR o0 cn W >" ® F— ELEV 0'-0" --r � O � VERT REINF. BEYOND U 11. MASONRY WALL PER F - J STRUCTURAL ENG: BED �,UI1 1)�y 1. PLAN Z DRAFTING: I—' -STRUCT EA /1 A SAiVF-O i EiD LU 0 QC CHECK: CC; `T W Ly JOB No. TM - 2152369 TSCALE: AS INDICATED TYPICAL ONE STORY CMU WALL SECTION DATE: 07/23/2016 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, dLplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 3/4"�:V-0" SD2 SIMPSON h—, DIAGONAL TO BEAM PT 2x8 PLT., CANT. F CLG. NAILING SURF/ PROVIDE 16d NAILS GABLE END TRUSS PL TAl O.G. MAX. CMU WALL OR LINTS 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 1 - DIAGONAL DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 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 \��/ CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + 2x4 BLOCKING @ EA. - NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR ROOF SHEATHING PER ROOF SHEATHING PLAN FOR ADDITIONAL INFO AS REQ'D 14'-0" < H X18'-8" I END NAILS EA. END SIMPSON A23 @ EACH A35 DIAGONAL TO _ 2x8 #2 SYP PT. BASE BRACE TO PLATE TRUSS BOT. CHORD 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN 1/2" J -BOLTS w/ - PLATE W/1/2" x 8" MS -FAM -24 TYP. EA. LINTEL SEE PLAN ,:' `gip'- t f1 WASHERS (MIN. 7" _ OUTLOOKER OR - ANCHOR BOLT OR SIDE OF EA. STUD. ❑_ EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ META16 ? U SHEATHING CANTILEVER EACH END AND 32" O.C. 24" U.C. FOR FALSE BM _Z � EACH END WALL FRAME AND DETAILMU WALL SPLICE DETAIL MAX. ATTACHMENT w/ (3) 10d ` I FOR REQ'D FLASHING w z TOENAILS EA. END J AuD LU c� 2x TOP PLATE TO O Q W s v U) GABLE END W/ 16d I) E O.H. IS = V-0", m NAILS @ 6" O.C. OFRAMING FOR FALSE L L Z p BEAM, IF REQ'D w/ (3) HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE EXT. SHEATHING; -� TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 0 RUN BACK TO z #5 CONT. SINGLE BASE & TOP w:Dg J PLATE w/ PLYWOOD FALSE BM PER PLAN ATTACH PER NAILING 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 \��/ H GABLE BRACING + 2x4 BLOCKING @ EA. - NO BRACE REQUIRED 4'-8" < H c 7'-0" OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d J� 14'-0" < H X18'-8" I END NAILS EA. END 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 VARIES �X 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 GABLF FND (a7 VAUI_TFD CFII_ING 3/4"=1'-0" 2'-0" MAX. V-9" MAX. FIELD FRAMED VALLEY DETAIL 1/2"=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 DIAD. 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 7'-0" (1) 2x4 BRACE 7'4" < H :.,� 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:!�14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-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 STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-1/2" DOWN FOR 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 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. 1'-0" MAX PLYOOD CANT. O.H. TO RUN BACK TO 1 ST 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 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 z 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 r1l DOUBLE TOP PLATE NAILS @ EACH WEB EXTERIOR SHEATHING. ATTACH PER PLAN L FROM TOP OF WALL co ,W TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. L 1/2" x 8" J -BOLT @ 32" W - 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 OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN SEE GE01/SD3 FOR - - PLATE W/1/2" x 8" MS -FAM -24 TYP. EA. LINTEL SEE PLAN ,:' `gip'- t f1 IN CMU. OR SIMPSON _ OUTLOOKER OR - ANCHOR BOLT OR SIDE OF EA. STUD. ❑_ = �/) META16 ? U SHEATHING CANTILEVER - TI HID @ 32" O.C. & TIFROM CENTERED BETWEEN _Z � EACH END WALL FRAME AND DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING PLAN O 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 -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR L STA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. TRUSS PER PLAN - "IPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \TE 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. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN = = BOTTOM CHORD. 2x WALL, SEE PLAN a ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOWI` FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACI TO EA. ADJ. DIAL. FASTEN TO DIAG.w/ 16d NAILS. GABLE BRACING @ O.C. MAX. 45° FRON HORIZONTAL (+/- 10 BRACE NOT REQUIF 6' FROM EAVES. PROVIDE BLOCKING U) BETWEEN TRUSS BAYS w_ @ 48" O.C. FOR FIRST 3 _j SEE GABLE- 0- 1, BAYS �- WALL PER PLAN 2 "1 O CONNECTION DETAIL FOR REQ'D (FRAME WALL SHOWN; O U CONNECTIONS MAY ALSO BE ❑i MASONRY z O t m ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � � �w"N°,`°,i"ulli'I o �z LU o i— O z EL U O LL l °�� �.! l U) l Cs���s O 0`t0 � o 70 O GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 751 TYPI(;AI HFADFR DFTAII (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS CO) 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 W r U FHING PER PLAN Q rY F_ SEE GE01/SD3 FOR - 8d NAILS @ 4" O.C. t f1 OUTLOOKER OR ❑ CONV. FRAME OR ❑_ �/) ? U SHEATHING CANTILEVER W VALLEY TRUSSES PER _Z � PLAN O LU ❑ LU O Q W 0 u E O.H. IS = V-0", END GABLE w/ Z p JOKERS @ 24" J _j th EXT. SHEATHING; -� 0 RUN BACK TO z w:Dg J ATTACH PER NAILING DMMON TRUSS O_ ;3) 12d TOENAILS. L SCHED. ECT TO DROP 0 O (2) 16d NAILS TO EA. WITH H2.5 CLIP. _c I— O U COMMON TRUSS w W11= '-0" O.H. to 0- z W J w � SIMPSON META16 @ ❑ o U O 32" O.C. GABLE TRUSS TO MASONRY. AT = = MAIN SPAN ROOF C) U 2x4 U CO _ = TRUSS W (D IIJ WOOD WALL zC) LOCATIONS USE UPLIFT CONNECTOR z W T d 24" Q.C. ❑ (SEE SCHEDULE) p 32" O.C. MASONRY WALL LU co SHOWN, SEE PLAN O END w FOR WOOD OR FHING FASTEN o MASONRY LAN (GFEO GABLE_ FEND AT VALLEY FRAMING FD E AS REQ'D L LU W OJ Ill ;ON H10A DIAL. I-- fY z LLJ OCKING O 2 c� Lj (y) EL co DE 2x BLOCKINGP, co LI AILING y J ' ^ Lu 3 PER PLAN" w p LAN FOR d" z Doll ®.°°ov } O DRT AND TIE I OF JACK� SES', �,��, �` m PROVIDE BLOCKING U) BETWEEN TRUSS BAYS w_ @ 48" O.C. FOR FIRST 3 _j SEE GABLE- 0- 1, BAYS �- WALL PER PLAN 2 "1 O CONNECTION DETAIL FOR REQ'D (FRAME WALL SHOWN; O U CONNECTIONS MAY ALSO BE ❑i MASONRY z O t m ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � � �w"N°,`°,i"ulli'I o �z LU o i— O z EL U O LL l °�� �.! l U) l Cs���s O 0`t0 � o 70 O GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 751 TYPI(;AI HFADFR DFTAII (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS CO) 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 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 CONSUI TING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited r U rY SEE GE01/SD3 FOR - 8d NAILS @ 4" O.C. t f1 OUTLOOKER OR CONV. FRAME OR ❑_ �/) ? U SHEATHING CANTILEVER VALLEY TRUSSES PER _Z � PLAN O LU ❑ O Q W 0 u GABLE TRUSSUO Z p J _j th EXT. SHEATHING; -� w:Dg J ATTACH PER NAILING 7 SCHED. (2) 16d NAILS TO EA. O U COMMON TRUSS w W11= z W J SIMPSON META16 @ ❑ O 32" O.C. GABLE TRUSS TO MASONRY. AT = = MAIN SPAN ROOF C) U _ = TRUSS W WOOD WALL LOCATIONS USE UPLIFT CONNECTOR z W T LSTA18 OR MTS12 @ - - (SEE SCHEDULE) p 32" O.C. MASONRY WALL LU co SHOWN, SEE PLAN O FOR WOOD OR MASONRY (GFEO GABLE_ FEND AT VALLEY FRAMING FD z 111,_j 3/4"=V_011 OJ Ill z LLJ 2 w ® 11 2 X F— z ❑ Z z® F— W W O ® i ❑ ® ® 00 w CO 0 N O Z IJ Q bI=� U U) STRUCTURAL ENG: BE9, Q DRAFTING: S,/, INJ 0F, z -STRUCT: EA ❑ QC CHECK: CC U) � JOB No. TM - 2152369 SCALE: AS INDICATED ~ N (-)T 11..q F F) DATE: 07/23/2016 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 CONSUI TING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BEAT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2 ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION TOP PLATE WIDTH 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) W PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) EDGE DISTANCE I•- �``INSTALL SIMPSON 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS PER IL PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & 1" EDGE 1 1/2" EDGE NAILS TYP. TOP & BOT. ATTACH PER NAILING i Q + (2) 10d NAILS O.C. PATTERN ON THIS y + + �-- DOUBLE 10d 3" O.C. 1 ❑ @ (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON -- -- _ z 10d x 3' U) - - -- TOP SPLICE - i d LU 2 1/2" z w O ,J o w 2 1 /4" O iv I z 2" o 1 1/2" z - z N 2x4 BEYOND AGAINST _ w cv �¢- Q z �8�, Cv (V �- ¢ N a O 7 2x8 STUDS M7jl! cv I �' U) o cn f^ Z (A 10d x 3" COMMON --___ Go w CO Q ATTACH 2x STUDS TO ` _ _ a- _ _ - ` TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. X � NAILS ((2) ON EA. SIDE) AT CORNER SIDE - z L F - w z 0 c� < 10d x 3" OPP. SIDE p TYP. AT ALL EXTERIOR U U NAIL BOTTOM PLATE _ O W ATTACH 2x STUDS TO CONDITIONS z I I w I I a I I z TOP PLATE W/ (4) 16d TO CORNER STUD ILL w) - _ z Q NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 10d NAILS °Q o TYP. AT ALL EXTERIOR FRAMING PLAN co DISTANCE PER m CONDITIONS 10d x 3" COMMON � TOP SPLICE J--Jf F` OPP. SIDE DETAIL 0 BOTTOM SPLICE OVER STUD DOUBLE �x8 TOP TOP PLATE CORNER TRANSITION ( ) (2) 2x4's (2) 2x6's 2 2x8's AINSIDE PLY NAILS NAILED AT 8" 0/C O PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's U_ fiFO'�TYPICAL TOP PLATE SPLICE @ BRG. WALL IBUILT-UPT FO TYPICAL STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1 '-0" ILL 1-1/2"=1'-0" O. 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN 0 4Jill III/ rn 2 3/8" �®\ r{ f� w c� BEYOND7 INSTALLED VERTICALLY. 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE n- �_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING e% f'°°p9W®° ��i00 ______ _IF ��_ �O T (1) ROW OF 8d COMMON NAILS@3"O.C. _ z 'A' = NAIL SPACING ROOF SHEATHING, �a ° �, °' ' ��� o o w - J "I O S FASTEN PER PLAN °``��> {+ Z 6 [11— Q s w Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 1��. C� O1, S(, ROOF SHEATHING, II I II II II ❑ _ s NAILS @ 3" O.C. tl<�A %O ROOF SHEATHING, `- F%�� 107 FASTEN PER PLAN41. I� I I II II II - O f 3� NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2„ �Gl�ti Tj7,� FASTEN PER PLAN `F,yG�oTk� l �-° d 0a 3 III III II I II L COMMON NAILS @ 3" O.C. - _ - o F O, 3S� WALL SHEATHING O w " O// O o` r ,y�. a � T ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL \ �,®are C�, � y } O SPLICE, SEE SPLICE 2x4 FRAMING @ 24" III III II II I DETAIL. MAX 1/8" EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. . '�``�� ;` m J_ III OPENING III II I II SPACE BETWEEN w w �5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 2x4 #2 SYP CONT. w/ (2) III III 4 II PANELS Ill � COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" � 16d COMMON NAILS°ar,_, ` III cn U) @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT cn 3 III I II I I _j 6O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING EA. STUD OR TRUSS w_ NAILS AT JOINT MEMBER, TYP. (MAX. J 0 HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ PER-ENG TRUSSES _ 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, a_ III TYP. III I I II LL O STUD PER PLAN AROUND �� O TOP &BOTTOM _ @ 4" O.C. III III I I I I 2x STUDS BEYOND, J - USE (2) 1/4" TAPCONS O ° OPENING f- SHEATHING SPLICE, w/ MIN. 2" EMBED. III III II II II SEE PLAN FOR MORE < � V 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION ` PER-ENG TRUSSES @ l III III II II I INFO w Z F O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN _ 2x FASCIA ❑ ,0 71 �I 2x FASCIA PER PLAN 24" O.C. z O <� BLOCKING III III I I I I I I w � GYPSUM WALLBOARD = F > p NOTE: i I I II I cn Q � �- CMU WALL PER PLAN (2) 8d TOE NAILS TO is I II III ( I I II I I ❑ = O ~ 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP - LEDGER TRUSS CONNECTION (2) 8d TOE NAILS PER PLAN TO LEDGER - TRUSS PER PLAN p Ihiuii' w I � L � =I t_ � � � � - � � _ �� � p � w � USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS = 2x4 PT LEDGER W/ � - - - - - - - - O w O REQ'D. EXCEPT AS NOTED ON PLANS. NAILING PER 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. _t a o - - - - _FLOOR SYSTEM Q `� � SCHEDULE U.C. PLAN T -- U ., SEE ELEV. FORWOOD/MASONRY O y ��L� - SHEATHING SPLICE NOTE: SAME "THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS 2x4 BLOCKING PLACED ESEEEV. FOR CUT TO FIT 2x BOTTOM PLATE FLATWISE (2) 16d O.H. SIZE . SIZE O OPENING SIZE 1 BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END WALL OR TRUSS, SEE U) U el SHEATHING SPLICE DETAIL CONDITION @ CMCJ WALL CONDITION @ FRAME WALT_ PLAN (TRUSS SHOWN) z SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT O TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF0 fiF1'�EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiFl�TYPICAL SCAB OVERHANG CDO_2� LEDGER @ LOW ROOF � 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" w OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ry SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING 24" O.G. (2) 2x BUILT-UP COL. DOUBLE TUP PLATE MORE INFO & MORE INFO & w/ (2) IN END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END < Z @ EACH STUD 12d NAILS @ EACH END _- ++ IiJ �N�� 2x12 BOX HDR w/ 2x8's ++ x x LL. TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL O C) tUf PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF - ✓� I' °6, ROOFTRUSS-SEE - O (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.G. , � FRAMING PLAN FOR CORNER CONDITIONS 0- WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS U Z SPACING EXTERIOR SHEATHING STRAP AROUND w -fF LINTEL w/ (2)ROWS OF �+'+ ++ + (4) 12d NAILS EACH EACH END O 0 SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF � J SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS = TRUSS MEMBER cn @ 2x4 #2 SYP P.T. @ EA. MORE INFO & + ROOF SHEATHING ALU CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ 2 10d NAILS x x CONNECTION + + T C/19<3 STAGGERED () @ O 2x BRG WALL, SEE \ - i i INTO TRUSS & (3) 12d _ EACH VERTICAL s x x - + + T PLAN FOR STUD SIZE & - TRANSOM BETWEEN TOENAILS INTO OTHER SEE WALL CLIP DETAIL _ SPACING. MIN (2) 2x SEE FLOOR PLAN FOR TRUSS TRANSOM BETWEEN FOR MORE INFO '� Ci ��� � i ! LINTELS LINTELS = j,+ _ _- , _ 2x8 #2 SPF VERTICAL UNDER GIRDER "TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D - 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. U LINTEL PER PLAN LINTEL PER PLAN — _ ✓t zQ W Z U.N.O. LINTEL PER PLAN SLOPE AS REQ'D _ @ 24" O.C. w/ EXT. -,t,t: SHEATHING PER _1 O X 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. _ =1 a f NAILING SCHEDULE & ❑ �_ SHEATHING PER 2x BLOCKING w/ (2) 1/4" x 3 1/2" - w/ (2) 1/4" x 3 1/2" � NAILING SCHEDULE & _ (4) 12d NAILS EACH I- TAPCONS @ 12" O.C. _ TAPCONS 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP 0 f- SIMPSON LSTA24 EACH -- (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD TRUSS MEMBER AND BOTTOM CHORDS Z W 2x BRG WALL, SEE ATTACH 2x TO VERTICALLY VERTICALLY ) z PLAN FOR STUD SIZE & PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 ALONG W/ WEBBING ❑ TRUSS PER PLAN ROWS OF 10d NAILS \ - 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ w SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR 1 1 ATTACHMENT BY EACH VERTICAL O VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY 0- CONNECTION CONNECTION BUILDER BUILDER BUILDER BUILDER fiF1'�SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER z 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 0 g CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO z U---1 BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/z" SHEATHING PER PLAN 2ND FLOOR WALL SEE ATTACH PER NAILING SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ PLAN FOR MORE INFO w O 11 STRAP IS NOT REQUIRED. 16" O.C. MAX.; F _ SCHEDULE M TO GABLE END STUDS w/ SIMPSON LSTA18 OR p EXT. BEAM PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3%2" SIMPS. SDS MTS 12 TO TRUSS TO z PT POST PER PLAN Q z SCREWS @ 16" O.C. 2x BELOW F- LAP BEAM PLYS AND MAX.; s TO MASONRY w/ 2x6 PT DECKING PER _ U) NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) FLOOR NAILING ___ -�� / 2x BLOCKING W/ (2) 10d NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT TOENAILS EA. SIDE O EXT. BEAM PER PLAN �' 12 12" O.C. SCHEDULE 1 ® ® 0o _ ROOF SHEATHING p ® M HTS20 CLIP FROM SEE PLAN CANTILEVERED FLOOR �' ATTACHED PER z 2 p° POST TO BEAM SIMPSON H3 CLIP TRUSS PER PLAN NAILING SCHEDULE O �✓ C' SHEATHING PER PLAN �----�` 4 10d NAILS FOR SIMPSON META16 ® T PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. _ PT POST PER PLAN TO STUDS OR BEAM w/ O _ _ ___--- (2) 1/4" X 4%" SIMPS. CONY. FRAMED -_ 2x CONT. W/ (2) 12d ❑ U � ® � ABU POST BASE PER MEMBERS ONLY NAILS TO EA. 2x W W SDS SCREWS @ 16" - __ PLAN = � O O.C. MAX.; r - a = -------- 2x10 # 2 SYP PT @ 24" O! ° 5/8" THREADED ROD w/ TO GABLE 4"X /�' SIMPS. STUDS O.C. RIPPED @ END U 11 NU T SET IN ADHESIVE O ' 4 -0 MAX. - PER ELEV; ATTACH TO SDS SCREWS @ 16" FASCIA PER -- LEDGER W/ (3) 10d U) STRUC rURAL ENG: BED i� - O.C. MAX.; COMMUNITY SPECS - TOENAILS _. - c> ° a SEE FOUNDATION TO MASONRY w/ 2x4 PT LINTEL PER PLAN `. Z DRAFTING: / 2x4 SYP #2 0R _ _ S,q� . j PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" FALSE BRACKET BY F- PRE-ENGINEERED Z _ J! J• � INFO x 2 3/4" TAPCONS @12" ��--_ BUILDER BEYOND �-s-rRucT: EA � ROOF TRUSSES @ 24" SIDE VIEW BASE OF POST O C O.C. MAX. DOOR PER PLAN 2x10 # /SYP LEDGER QC CC t�F�lh,�-,• W JOB No. rM - 2152369 W/ (2) 1/4" TAPCONS W/ SIMPSON H3 CLIP DESIGNED FOR -� 1-1/2" EMBEDMENT @ � - - --.. SHINGLE ONLY 16" U.C. & 6" FROM FA. Lo SCALE: \ _ - AS INDICATED (CD�01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAILfiS5�END EQ. SPREAD 1- SHED ROOF CANTILEVER DME: 0-7/23/2016 VERTICALLY 3/4"=1'-0" 1/2"=1'-0" 3/4"=1'-0" MASONRY WALL BEYOND SD4 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. 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 SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOWAS —� SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL THIS INFORMATION SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN ----------- WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. _ 111- 01-011- GRAD 0'-0"GRAD DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 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 DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD NOTE: ALL FLOOR TRUSSES TO BE P.T. NO MOISTURE BARRIER (FELT PAPEF OR SIM) IS PROVIDED PRE-ENGINEERED ROOF TRUSS - 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 NAILING SCHEDULE UNDER COLUMN U.N.O. L FLOOR TRUSS PER ABOVE PLAN PROVIDE SOLID 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 fisATYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER --- OR SIM) IS PROVIDED STRAP (MAX 10° 11 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. NAILS. BEND STRAP BEARING WALL PER PRE-ENGINEERED PLAN BEYOND SHEATHING PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE - O.C. FRAMING PLAN FOR MID -HEIGHT BLOCKING CONNECTIONS PER BEARING WALL SIMPSON MSTAM36 TYPICAL TRUSS TO STRAP W/ (10) 10d TO FRAME CONNECTION. STUDS & (8) 1/4" X SEE STANDARD 2-1/4" TITEN SCREWS CONNECTOR NOTES TO LINTEL COURSE. 2 -STORY WALL USE SIMPSON SECTION FOR MORE MSTCM60 STRAP W/ REFER TO PLAN FOR (20) 16d SINKERS & (14 BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS INFO. FOR TRUSSES 20" TO PRE -ENG. FLOOR 26" DEEP SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN SYSTEM INSTALL LINTEL COURSE OR KNEEWALL & PROVIDE INTO FILLED CELL USE SOLID BLOCKING 1/4" X 1 3/4" TITENS) PRE-ENGINEERED ROOF TRUSS - 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 NAILING SCHEDULE UNDER COLUMN U.N.O. L FLOOR TRUSS PER ABOVE PLAN PROVIDE SOLID 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 fisATYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER --- OR SIM) IS PROVIDED STRAP (MAX 10° REFER f0 PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. NAILS. BEND STRAP BEARING WALL PER TRUSS w/ 8d NAILS AT PLAN BEYOND SHEATHING PER COLUMNS SEE FLOOR FRAMING DETAIL WF10/SD4 PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. PER BEARING WALL HEADER SCHEDULE SEPARATE SHEATHING FLOOR TRUSSES ARE/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 - ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 10d 2 -STORY WALL NAILS SECTION FOR MORE 1/4" TITENS INSTEAD. INFO. (2) SIMPSON META16 - 2x4 #2 SYP ANGLE FLOOR TRUSS TO REFER TO MASONRY WALL FOUNDATION PLAN 1/4" X '1 3/4" TITENS);; RIBBONS, CONT. FOR FTG. EXT. SHEATHING INFORMATION W/ (3) 12d NAILS EACH TYPICAL TWO STORY COL. @ GIRDER OR STRAP (MAX 10° 3/4"=1'-0" 15!32" OR 7/16" OSB. ANGLE) W/ (22) 10d ATTACH TO FLOOR NAILS. BEND STRAP ._ _ (2) 2x SPF TOP PLATE 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 �;' HEADER - SEE 2ND AND WINDOW IS HEADER 2x STUDS , SEE SEPARATE SHEATHING FLOOR TRUSSES ARE/ 2x4 #2 SYP BLOCKING FRAMING PLAN FOR LOWER: (1) 2x SILL @ 48" O.C. W/ (2) 12d SPACING AND GRADE STRAP w/(20) 16d :. TOENAILS EACH END AND SEE ARCH PLAN PLATE w/ (2) 10d 1/4" TITENS INSTEAD. TO VERIFY SIZE (IF TITENS ARE NOT IN 2x4 #2 SYP ANGLE LINTEL COURSE OR -y ,� AGAINST TRUSS 2x BOTTOM PLATE W/ 1/4" X '1 3/4" TITENS);; RIBBONS, CONT. VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. O W/ (3) 12d NAILS EACH O NO MOISTURE END PRE ENG FLOOR OR SIM) IS PROVIDED TRUSS OR FIELD IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN FRAME 2x4 KNEE O U) CMU WALL BELOW PER DETAIL INCDICATED CONNECTION WALL, STUDS @ 16" ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR - SCHEDULE FOR (2) 5/8" TYPE "X" WHEN - a =_ !' CONNECTION IN GARAGE (1) ROWS 8d NAILS @ z MASONRY WALL PER - 3" O.C. WALL F- PLAN _ Y SHEATHING TO SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 'I/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU .� BARRIER (FELT PAPER 2x4 PT SILL PLT. IF O OR SIM) IS PROVIDED KNEEWALL TYPICAL TWO STORY SECTION 0S1ATWO STORY PARALLEL FLOOR CONNECTION 3/4"=1 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED G' 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR L US46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN FLUSH W/ FACE OF MASONRY ATTACHE[ PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN 3/4"=1'-0" I I\v JQ J 11\/ -Ar- -JCS= FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO STUDS ABOVE PLATE U.N.O. PRE-ENGINEERED ROOF TRUSS - 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 I\TTACHED 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 SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d f�<< (AILING SCHEDULE SIMPSON LSTA30 S ��=x1-1/2" @ 24" O.C. (USESP6 @ 2x6 STUDS & FLOOR TRUSS SEE FRAMING PLAN FOR STRAP (MAX 10° SP8 @ 2x8 STUDS) ANGLE) W/ (22) 10d b", NAILS. BEND STRAP ._ _ (2) 2x SPF TOP PLATE OPENINGS GREATER �.__/f_. ' CRIPPLES @ 16" O.C. OVER TOP PLATE MIN. U.N.O. ON PLAN IF HEADER IS UPSET 3", THEN RUN DOWN (2) 2x SILL AT WINDOW % FACE OF JAMB STUDS/ �;' HEADER - SEE 2ND AND WINDOW IS HEADER �/- - / FLOOR PLAN FOR MIN. SEPARATE SHEATHING FLOOR TRUSSES ARE/ EXTERIOR SHEATHING HEADER SIZE & REQ'D LOWER: (1) 2x SILL FROM TOP OF WALL JAMB STUDS FLOOR TRUSS SEE FRAMING PLAN FOR TO BOT. RIBBON, NAIL PER PLAN 3/4"-1'-0" OF SILL (MAX OPEN'G / ,' LARGER THAN 4FT: (2) WIDTH 4'4"). USE A35_./ 2x SILL PLATE w/ A35 b", CONNECTION INFO.. OPENINGS GREATER �.__/f_. ' CRIPPLES @ 16" O.C. THAN 4' BUT LESS f w/ (2) 10d TOENAILS IF HEADER IS UPSET THAN 6' T&B (PLYWOOD (2) 2x SILL AT WINDOW % SEE FRAMING PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) AND WINDOW IS FLOOR GIRDER OR w/ 2x CRIPPLE STUDS SEPARATE SHEATHING FLOOR TRUSSES ARE/ ,� UNDER WINDOW 20"- 26" DEEP, USE LOWER: (1) 2x SILL BEAM; SEE PLAN AT EA. END NAILED TO STRAP w/(20) 16d :. r� SINKERS & (14) 1/4" X 2 PLATE w/ (2) 10d TYPICAL GIRDER COI_. @ HIGH BEAM (2) SIMPSON LSTA18 STRAPS CENTERED 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 NAILING SCHEDULE ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.C. DD WALL OR BEAM BELOW USE TC40 W/ (36) 16d SINKERS IF FI nnp 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1 '-0" 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. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU SEE CONNECTION SCHEDULE TWO STORY PERP. FLOOR CONNECTION NOT USED 3/4"=1'-0" 3/4" FLOOR SHEATL""'� ATTACHED PER NAILING SCHEDUL UNDER WINDOWS GIRDERS: BLOCK SOLID BETWEEN RIBBONS w/ SIMPS A35 EA. END 2x BLOCKING FOR SHEATHING/ DRYV� ATTACHMENT w/ (2 TOENAILS EA. END CALIFORNIA R A -A STANDARD CORNER A -A (3) 2x STUDS (4) 2x STUDS 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 SIMPSON META16 AT CANTILEVER MASONRY OR MTS12 AT WOOD NOTE: ALL FLOOR MASONRY OR FRAME TRUSSES TO BE P.T. IF WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED CANTILEVERED FLOOR TRUSS CONNECTION 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 TOP 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"='I'-0" 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 SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. RIBBON, NAIL PER PLAN (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK w/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS <� Syfi \fir SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" U.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) J THAN 6' \ _ co `m W SIMPSON LSTA30 w/ __,. 'L C� s (11) 10d TO STUDS O U ABOVE PLATE U.N.O. ° / STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN �� HEADER OPENINGS STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x ATTACH SILL w/ (2) 10d / SILL PLATE w/ (2) 10d TOE NAILS AT EA. END ��✓� TOENAILS. OPENING 3/4"-1'-0" OF SILL (MAX OPEN'G / ,' LARGER THAN 4FT: (2) WIDTH 4'4"). USE A35_./ 2x SILL PLATE w/ A35 b", CLIP AT EA. END FOR /� , CLIPS EACH SIDE w/ 2x OPENINGS GREATER �.__/f_. ' CRIPPLES @ 16" O.C. THAN 4' BUT LESS f w/ (2) 10d TOENAILS O THAN 6' T&B (PLYWOOD cV SIMPS. MSTAM36 w/ —'' i'^- SHEATHING REQ'D SEE FRAMING PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) • x 2 1/4" TITENS; IF �' ` ` +;`� SEPARATE SHEATHING FLOOR TRUSSES ARE/ ,� UNDER WINDOW 20"- 26" DEEP, USE T SIMPS. MSTCM60 .. i STRAP w/(20) 16d :. r� SINKERS & (14) 1/4" X 2 '\\ 1/4" TITENS INSTEAD. U (IF TITENS ARE NOT IN z LINTEL COURSE OR -y ,� INTO FILLED CELL USE 2x TOP & BOT. 1/4" X '1 3/4" TITENS);; RIBBONS, CONT. LL NOTE: ALL FLOOR O TRUSSES TO BE P.T. IF " O NO MOISTURE BEAM BARRIER (FELT PAPER OR SIM) IS PROVIDED IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR O U) CMU WALL BELOW PER DETAIL INCDICATED CONNECTION O ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING HEADER CONNECTION @ 2nd FLOOR HIGH BM 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 W fi —sA 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 SIMPSON META16 AT CANTILEVER MASONRY OR MTS12 AT WOOD NOTE: ALL FLOOR MASONRY OR FRAME TRUSSES TO BE P.T. IF WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED CANTILEVERED FLOOR TRUSS CONNECTION 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 TOP 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"='I'-0" 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 SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. RIBBON, NAIL PER PLAN (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK w/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS <� Syfi \fir SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" U.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) J THAN 6' \ _ co `m W SIMPSON LSTA30 w/ __,. 'L C� s (11) 10d TO STUDS O U ABOVE PLATE U.N.O. ° / �- b", � O f�. /ed • ! ''J cV SEE FRAMING PLAN FOR FLOOR w • �' ` ` +;`� o ,� CONNECTION T i j'a r� 0 '\\ U Q z ,� FLOOR GRIDER OR LL O ,��'q,°��, O BEAM z O U) J O HEADER CONNECTION @ 2nd FLOOR HIGH BM 0 3/4"=1'-0" W ❑ W U z F- c� ❑ U) z U) .� 0 O T X O W .6 U O F- z W U) T ❑ z O O U� W z IJ Q Z 0 () �� O ry °� N Z W H Q) z LLJ _ W ul U) O_� 0- r;:�) �2 0 ❑ 0 z �- 0 Z Q O J ❑ W z W T X F- z ❑ z Q 0 U) H Q) ul 0 ❑ M W ® Z CV U) 0 U � U) LL] >-®� a� LU � < X 0 U � F- STRUCTURAL ENG: BED. Q DRAFTING: C ~ S�lilp- W -S rRUCT: 1 EA ❑ CC CHECK: CC ~ rcy JOB No. TM - 2152369 U) SCALE: - AS INDICATED DATE: 07/23/2016 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. 2x BRG WALL W/ SIMPSON SP2 @ TOP & (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 LEDGER AT GIRDER NOT USED 1/2"=V-0" '-0" UiHtKS PLAN ISIMPSON H2.5 EA. TRUSS (RECESS LEDGER IN (TRUSS. VERIFY W/ TRUSS SHOP 2 PLANIDRAWINGS— — 2x BRG WALL W/ SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ 2x8's MIN. SPF #2 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING WALL IS CONT. BRG ON MTS12 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. ROOF SHEATHING ATTACH NAILING 2x BLOCKING W/ (2) 12d ISIMPSON H2.5 EA. TRUSS 3/4" FLOOR SHEATHING TOENAILS EACH END J -BOLT W/ MIN. 7" ATTACHED PER� EMBED. @ 32" O.0 _ SEE PLAN NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYPBLOCKING w/ SIMPSON BLOCKING w/ SIMPSON INTERIOR FINISH HUC24-2 EACH END, HUC24-2 EACH END, (2) 2x4 TOP PLATE USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY = WINDOW JAMBS USE - 2x6 #2 SYP CONT. (2) 2x6 w/ HUC26-2. (RECESS LEDGER INTO ° "- LEDGER W/ (2) Y4"x3-1/2" I SDS WOOD SCREWS @ LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS LTRUSS IS CONT. BRG TRUSS MASONRY (SHOWN) ON MASONRY USE I 1 I OR WOOD WALL PER META16 @ 24" O.C. OR -CONNECTION DETAIL PLAN ON WOOD USE HGA 2x8 SYP #2 LEDGER W/ CLIPS @ 24" O.C.) "S,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 LEDGER AT GIRDER NOT USED 1/2"=V-0" '-0" UiHtKS PLAN ISIMPSON H2.5 EA. TRUSS (RECESS LEDGER IN (TRUSS. VERIFY W/ TRUSS SHOP 2 PLANIDRAWINGS— — 2x BRG WALL W/ 1/2" GYP. BOARD SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE 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. ROOF SHEATHING ATTACH NAILING PLATE w/ 1/2" EPC ISIMPSON H2.5 EA. TRUSS ANCHOR BOLT OI I J -BOLT W/ MIN. 7" PLAN EMBED. @ 32" O.0 _ SEE PLAN FROM EA.END PRE-ENGINEERED SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY (SHOWN) OR WOOD WALL PER PLAN 1/2"=11-0" (6 #2 SYP CONT MASONRY WALL P PLAN WALL SPLICE DETAILS EXTERIOR SHEATHI" FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN SCHEDULE PRE-ENGINEERED TRUSS PER PLAN =DGER W/ (2) %"x3-1/2" DS WOOD SCREWS @ — i" O.C. MAX. & 3" ROM EA. END - USE ) SCREWS FOR 24" I SIMPSON LUS26. Uc C. LUS26-2 FOR 2PLY OPT. TRUSS RECESS LEDGER LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" I % 3/4"=1'-0" TRUSS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T, EACH STUD (AT EACH SIDE OF G.T. USE (4) 16d NAILS) 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/%z' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN D04 (_EDGER @ LOW ROOF 3/4"=1'-0" 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 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 SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO \ FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O SCHEDULE =' 2x4 STUDS @ 16" 1/2" GYP. BOARD EXTERIOR SHEATHING 1 SIMPSON H10A @ FROM TOP OF WALL SEE LD02/SD4 FOR EACH DIAGONAL 1 1 TO BOTTOM OF SILL BRACE 1 PLATE ATTACH PER 2x4 CONT. W/ (2) 12d — -- @ 48" O.C.; SEE \ FOUNDATION DETAILS NAILING SCHEDULE NAILS TO EACH STUD FOR CONNECTION @ BASE ROOF SHEATHING ATTACH NAILING 2nd STORY WALL PER ISIMPSON H2.5 EA. TRUSS \ I SCHEDULER PLAN PLATE, SP8 TOP AND PRE-ENGINEERED \ TRUSS PER PLAN C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE I- WITH ROOF LOAD F1 BRACING @ 2 STORY FRAME WALL - 2x6 #2 SYP CONT. (RECESS LEDGER INTO ° "- LEDGER W/ (2) Y4"x3-1/2" I SDS WOOD SCREWS @ SIMPSON LUS26. USE - FLOOR TRUSS; SEE TRUSS. VERIFY W/ 1 1 i 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY t7 FRAMING PLAN FOR (TRUSS SHOP _ FROM EA. END - USE (3) TRUSS DIRECTION AND DRAWINGS I 1 I - SCREWS FOR 24" O.C. -CONNECTION DETAIL - — — 2x8 SYP #2 LEDGER W/ — — MIN. (4) 16d NAILS TO MASONRY WALL PER 1 EA. TRUSS, 24" O.C. PLAN OPT. TRUSS RECESS LEDGER MAX. (AT EA. SIDE OF 1 1 G.T. USE (4)16d NAILS) D04 (_EDGER @ LOW ROOF 3/4"=1'-0" 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 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 SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO \ FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O SCHEDULE =' 2x4 STUDS @ 16" 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/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 1/2" GYP. BOARD 1 SIMPSON H10A @ (2) 2x HEADER SEE FLOOR PLAN SEE LD02/SD4 FOR EACH DIAGONAL 1 1 MORE INFO. BRACE 1 ALL THREAD ROD 1 @ 48" O.C.; SEE \ FOUNDATION DETAILS FOR MORE INFO FOR CONNECTION @ BASE V IF SHEATHING IS NOT 2x4 BOTTOM PLATE, 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 2x BEARING WALL WITH ROOF LOAD F1 BRACING @ 2 STORY FRAME WALL 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/SD4 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 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x SPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN WALL BRACING a 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 10') BRACE NOT REOUIRED 6' FROM EAVES. v PLATES U.N.O. 1 (2) 2x HEADER SEE FLOOR PLAN I 1 1 1 1 FOR MORE INFO I I 1 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x SPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN WALL BRACING a 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 10') BRACE NOT REOUIRED 6' FROM EAVES. v PLATES U.N.O. 1 (2) 2x HEADER SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO I I 1 1 1 1 1 1 I 1 I 1 1 i 1 1 I 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS I 1 I 1 I 1 BELOW 1 1 1 1 I 1 1 1 1 1 I g 1 1 1 1 1 1 I 1 1 I 1 1 1 2x SPF BASE 1 1 1 PLATE F 1 — 1 I PRE-ENGINEERED 1 FLOOR SYSTEM 1 1 KNEEWAL L OR BEAM 1 1 (2) 2x SPF TOP I PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 SEE FLOOR PLAN 1 1 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW I 1 1 I i I FOR MORE INFO I B 1 1 I I I 1 1 I 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 I LLI J I_ I- Q u v0 W-- -- — — tr ter• O N Z O 0 LU n IZ o U U z IW C] I) n Q ❑ O - -- - Li > W F- W n� LL O z O W c� j o �� 1a+1r cu W O ®�g r r� c �N fad ❑ J Us rr W Q LL ` 6 _W J O U ❑ Q rr ' p U -�*- U 2 wif �l Y ♦z w O O a v9v 0 O L �lyvl�L U) O 0 O n Lu CL F- U I--- U LL W U) 80 < 01 _� O W O i z O F= J LU E- s o ' SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 U 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP Z W z SCHEDULE ON FLOOR PLANS FORQ PLATE TO HEADER WITH LSTA12 BENT OVER p O MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d tY F - NAILS INTO HEADER IF PORTIONS OF THIS WALL Q OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. z 111 KINGS # OF STUDS TO MATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER — F BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO o U BOTTOM OF FLOOR SYSTEM OU) DL � IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY @) UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM z 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. 0 z Q 1"=1'-0" JO p LLJ Z W0 z z Z z0 0 ~ Cf) W O W 0 1 ❑ 0000 W CO W 0 z p �j 0 Lo119�0E- EED 0 F- t- F U d. H STRUCTURAL ENG: BED J Q DRAFTING: r=ORL) W-STRUCT: EA < p CZC CHECK: - CC C� W JOB No. TM - 2152369 -i- SCALE: AS INDICATED DATE: 07/23/2016 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. CONTRACTOR TO PROVIDE 2x4 SPF #2 STUDS @ 16" O.C. ADEQUATE WATERPROOFING. W/ SIMPSON LSTA18 TO LLJ NO CONCRTE SLAB PERMITTED FLOOR TRUSS/BLOCKING _j i-, BELOW. EXT. SHEATHING < < FROM TOP OF WALL TO TOP z ❑ OF BALCONY DECK w ❑ SEE PLAN 2x4 SPF #2 STUDS @ 16" O.C. ,i W SHEATHING TO RUN TO X KNEEWALL W/ DOUBLE TOP BOTTOM OF BALCONY TRUSS FLOOR TRUSS PER PLAN WITHz SEE ARCH DWGS FOR PLATE. EXT. SHEATHING ON BOTH SIDES ATTACHED PER PLYWOOD SHEATHING TOPPING INFO N ROOF SHEATHING ATTACHED PER NAILING SCHEDULE NAILING SCHEDULE n_ POST PER PLAN TO SIT ON Z O WATERPROOFING BY 0 W BEAM. SEE PLAN FOR CONTRACTOR 3/4" PLYWOOD FLOOR CONNECTIONS ❑ 0 DECKING ATTACHED PER E NAILING SCHEDULE BALCONY FLOOR SHEATHING; = TOPPING PER PLAN SLOP ATTACH PER NAILING SCHED. u VARIES PLYWOOD DECKING - - ❑ ATTACHED PER NAILING SEE PLAN FOR BEAM SIZES & 0 0 SCHEDULE CONNECTIONS O LU /I Z ❑ I p SEE PLAN 2x4 SYP #2 T&B CONT. TO 2x4 SYP #2 BASE PLATE W/ 2 - \ - BEAM W/ EXT. SHEATHING W/ p O \�� 12d NAIL @ 12" O.C. 1/4"x4-1/2" SDS SCREWS @ 12" 2x4 #2 SYP CONT. BLOCKING p O.C. TO TRUSS/BLOCKING W/ (3) 12d TOE NAILS EA. END STRAP COL. TO COL.W/ O 2x4 SYP #2 BLOCKING @12" _ _ SEE PLAN SIMPSON MSTC28 CENTERED J LOW ROOF TRUSS O.C. W/ 3 12s TOE NAILS EA. - ,• - SLOPED BALCONY FLOOR w 2x4 SYP #2 CONT. LEDGER W/ (2) SIDE _ TRUSS TO BEAR ON MASONRY _� = LJJ 16d NAILS @ EA. STUD, MAX. 16" WALL W/ META16 - BEAM TO SIT ON FIRST FLOOR I- , O.C. SLOPED BALCONY TRUSSES -- COLUMN LL `; BALCONY FLOOR TRUSS W/ LUS26 OR LUS46 TO BEAM �'� 0) POST BELOW TO LINE UP WITH POST ABOVE. SEE PLAN FOR SEE WS13/SD5 FOR CONNECTIONS 4 "� �` �a'�' cam, W ; � � ti� � �Y � ADDITIONAL INFO O NOT USED BF02 SECTION AT BALCONY rBFO3� SECTION AT BALCONY (BF04 SECTION AT BALCONY � ` ". � �_ o Wi SCALE: 3/4" - 1'-0" SCALE: 3/4"V-0" -0" SCALE: 3/4" - 1'-0" O - M II Vl W_ PARTY PARTY PARTY 4'-0" WALL 4'-0" 4'-0"WALL 4'-0� 4'-0 WALL 4'-0-- O lYJ 0 FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED/V, ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING z O �t m Nr (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) „ SEE PLAN 2" USG STEEL "C" -CHANNEL SEALANT 2" USG STEEL "C" -CHANNEL SEALANT TRUSSES (BY OTHE S) 2" USG STEEL "C" -CHANNEL SEALANT - UNDER ROOF SHEATHING UNDER ROOF SHEATHING UNDER ROOF SHEATHING FIRE RESISTANT TREATED ROOF SHEATHING w (NO PENETRATIONS) OU °" z 2 o O STUDDED COMMON TRUSSESTO BE STUDDED COMMON TRUSSESTO BE DESIGNED W/ 100p1f LATERAL LOAD DTC @ 24' O.C. W/ 1/4 GAP AND 12" DESIGNED W/ 100 If LATERAL LOAD (2) 1" SHAFT WALL LINER PER UL U373 U P NUT w/ 3"x3"x1/4" WASHER (SEE SHEET SD8) ATTACH TIGHT TO NUT w/ 3"x3 x1/4" WASHER 0 O r -1- ALTERNATE: SIMPSON BPS\ -3 ALTERNATE: SIMPSON BPS\ -3 r l ti AND HAVE BOTTOM CHORD 1/4" FROM END OF TRUSS EA. SIDE OF AND HAVE BOTTOM CHORD 1/4 SHEATHING, EXTEND INTO OVERHANG PARTY O ABOVE TOP PLATE PARTY WALL ABOVE TOP PLATE SLOTTED WASHER WITH 1" FENDER I SLOTTED WASHER WITH 1" FENDER WALL TRUSSES (BY OTHERS) O 2V LL IIII WASHER I WASHER �, - 3 3 I 2 1" SHAFT WALL LINER PER UL U373 TRUSS TO WALL CONNECTION PER 7 0 (2) 1" SHAFT WALL LINER PER UL U 7 () CONNECTION CHART U.N.O. DOUBLE TOP PLATE EACH SIDE OF DOUBLE TOP PLATE EACH SIDE OF O (SEE SHEET SD8) ATTACH TIGHT TO =513H 0 DOUBLE TOP PLATE EACH SIDE OF (SEE SHEET SD8) ATTACH TIGHT TO 2" USG STEEL � SHEATHING, EXTEND INTO OVERHANG PARTY WALL SHEATHING, EXTEND INTO OVERHANG PARTY WALL \ / XPARTY WALL "C" -CHANNEL SEALANT ROOF BRG HGT ( ROOF BRG HGT ROOF BRG HGT UNDER ROOF I REFER TO PLANS REFER TO PLANS REFER TO PLANS SHEATHING FIRE BLOCKING EACH SIDE OF PARTY DTC @ 24" O.C. W/ 1/4" GAP AND 12' FIRE BLOCKING EACH SIDE OF PARTY U 1/2" DRYWALL EACH SIDE OF PARTY SEE PLAN WAIL 1/2" DRYWALL EACH SIDE OF PARTY FROM END OF TRUSS WALL WALL wAIDRYWALL EACH SIDE OF PARTY WALL FIRE BLOCKING EACH SIDE OF PARTY t TRUSS TO WALL CONNECTION PER I3/8" THREADED ROD U.N.O.) @ 32" 1/2" GYPSUM WALLBOARD EACH SIDE WALL r CONNECTION CHART U.N.O. f ( FIRE BLOCKING EACH SIDE OF PARTY WALL ATTACH W/ 8d 2x #2 SPF STUDS @ 16 O.C. PER PLAN O.C. & 6" FROM EA. END AND W/IN 6" OF PARTY WALL C7 1/2 GYPSUM WALLBOARD EACH SIDE 1/2' GYPSUM WALLBOARD EACH SIDE COOLER NAILS @ 6" O.C. ON EDGE ' EACH SIDE OF PARTY WALL 3/8" THREADED ROD (U.N.O.) @ 32" FROM GIRRDERS, CENTER ROD u) o OF PARTY WALL ATTACH W/ 8d OF PARTY WALL ATTACH W/ 8d O.C. & 6" FROM EA. END AND W/IN 6" WITHIN DOUBLE TOP PLATE EACH AND IN FIELD COOLER NAILS @ 6" O.C. ON EDGE COOLER NAILS @ 6" O.C. ON EDGE 3/4" AIR SPACE EACH SIDE O c= DOUBLE TOP PLATE O rti �'r N 3 1/2" SOUND BATT INSUL. EACH SIDE r FROM GIRRDERS, CENTER ROD SIDE OF PARTY WALL , F 3/4 AIR GAP EA. SIDE OF PARTY WALL AND IN FIELD AND IN FIELD PARTY WALL EACH SIDE OF z z � `� OF PARTY WALL WITHIN DOUBLE TOP PLATE 2x SPF #2 STUDS @ 16" O.C. PER PLAN - O c 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 rr PARTY WALL z FIRE RATED WALL SYSTEM PER UL EACH SIDE OF PARTY WALL O t U U z 2 1" SHAFT WALL LINER FIRE WALL d r►% MID -POINT BLOCKING BETWEEN U373, SEE DETAIL PAGE SD8 MID -POINT BLOCKING BETWEEN OF PARTY WALL MID -POINT BLOCKING BETWEEN U373 (SEE SD8) ATTACH TIGHT TO U V) 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 J Q N n EACH SIDE OF PARTY WALL OF PARTY WALL W FIRE RATED WALL SYSTEM PER UL FIRE RATED WALL SYSTEM PER ULZ 4 0 U373, SEE DETAIL PAGE SD8 U373, SEE DETAIL PAGE SD8 F_ 0 C) NSA X � O�wo PARALLEL ROOF TRUSS "WoPARALLEL &PERP. ROOF TRUSS WO PERPENDICULAR ROOF TRUSS WO CONVENTIONAL OVERHANG OVj ~ � SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" PARTY WALL SCALE: 3/4" = V-0" PARTY WALL SCALE: 3/4 -1-0 z I � ZO p 0 PARTY WALL PARTY WALL C) L1 U W � II z = LL ❑ w LU 4'-0" 4'4" O FIRE RESISTANT TREATED FIRE RESISTANT TREATED ROOF SHEATHING ROOF SHEATHING (NO PENETRATIONS) (NO PENETRATIONS) z �j z 0 (2) 1" SHAFT WALL LINER PER UL U373 — (2) 1" SHAFT WALL LINER PER UL U373 PARTY WALL O fl - (SEE SHEET SD8) (SEE SHEET SD8) W p 1/2" GYPSUM WALLBOARD EACH SIDE �' FIRE RATED WALL SYSTEM PER UL 1/2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL _z OF PARTY WALL \ _ _ j U373, SEE DETAIL PAGE SD8 OF PARTY WALL U373, SEE DETAIL PAGE SD8 r w ® 9s 3 1/2" SOUND BATT INSUL EACH SIDE \�� ` ' (2) 2" C -CHANNEL SCREWED BACK TO 3 1/2" SOUND BATT INSUL. EACH SIDE (2) 2" C -CHANNEL SCREWED BACK TO T � OF PARTY WALL BACK AT PANEL JOINTS LOCATION OF PARTY WALT BACK AT PANEL JOINTS LOCATION ~ z VARIES 2X BOTTOM PLATE W/ (2) 12d NAILS @ VARIES FIRE RATED WALL SYSTEM 0 2x STUDS @ 16" O.C. PER PLAN EACH U373, SEE DETAIL SD8 - T 0 2X BOTTOM PLATEW/ (2) 12d NAZIS @ i �-2x STUDS @ 16" O.C. PER PLAN EACH 12" O.C. SIDE OF PARTY WALL � 12" O.C. EACH SIDE OF PARTY WALL SIDE OF PARTY WALL S 2x4 SYP #2 CONT.BLOCKING/ RIBBON < 3/4" AIR GAP EACH SIDE OF PARTY 3/4" AIR GAP EACH SIDE OF PARTY U� WALL W/ (3) 16d END NAILS OR TOE NAILS WALL O ® e 2x4 SYP #2 GONT.BLOCKING/ RIBBON 3/4" FLOOR DECKING EACH SIDE OF CONNECT TOP PLATE TO I- 00 W/ 3 16d END NAILS OR TOE NAILS 3l4" FLOOR DECKING FASTEN PER O PARTY WALL, FASTEN PER PLAN BOTTOM PLATE w/ 1/2" OR \ <. PLAN 3/8" ALL THREAD ROD, THRU z �1 W PLATE w/ NUT AND WASHER (9 r�Z PRE -ENG. PRE -ENG. \ PRE -ENG. ` 48" O.C. I, I FLOOR SYSTEM FLOOR SYSTEM FLOOR SYSTEM 2x BOTTOM PLATE 0 J 1st FLOOR BRG HGT 1st FLOOR BRG HGT � I I� 0 1st FLOOR BRG HGT -% 4 X 0 REFER TO PLANS REFER TO PLANS REFER TO PLANS Q �' FIRE BLOCKING EA. SIDE OF PARTY r 1/2" DRYWALL _ _ \ 1/2" DRYWALL CEIL INC TRUSS CONNECTION WALL FIRE BLOCKING EACH SIDE OF PARTY = = PER PLAN 1/2" DRYWALL EACH SIDE OF PARTY DOUBLE TOP PLATE EACH SIDE OF WALT DOUBLE TOP PLATE EACH SIDE OF WALL •, PARTY WALL W/ (3) 12d TOE NAILS TO 2x SPF #2 STUDS c) 16" O.C. PER PLAN PARTY WALL W/ (3) 12d TOE NAILS TO 2x SPF #2 STUDS 16" O.C. PER PLAN - - 8" CMU WALL STRUCTURAL ENG: BED p,uu_r�,ti'� C, @ FIRE RATED WALL --I DRAFTING: n EA. FLOOR TRUSS EA. FLOOR TRUSS EACH SIDE OF PARTY WAL I EACH SIDE OF PARTY WALL SYSTEM U905, SEE -_ , ��--_---_ _ i•(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 r 3/8" THREADED ROD (U.N.O.) @ 32" SHEET SD8 l SPLICE TO BE MIN. 30" GROUT z srr ucT: EA r OF PARTY WALL O.C. & 6" FROM END, CENTER ROD OF PARTY WALL r O.C. & 6" FROM END, CENTER ROD - t-1 fy - - CELL SOLID ❑ QC CHECK: CC WITHIN DOUBLE TOP PLATE (ONLYWITHIN DOUBLE TOP PLATE (ONLY MID -POINT BLOCKING BETWEEN MID -POINT BLOCKING BETWEEN - w JOB No, c STUDS EACH SIDE OF PARTY WALL REQ'D WHEN ROOF TRUSSES ARE STUDS EACH SIDE OF PARTY WALL REQ'D WHEN ROOF TRUSSES ARE Lr TM - 2152,63 PERPENDICULAR TO PARTY WALL) PERPENDICULAR TO PARTY WALL) = SCALE: AS INDICATED I/DWO1 PERPENDICULAR FLOOR TRUSS "Wo OPENING FOR STAIRW03 PARALLEL ROOF TRUSS CMU MU N®T USED DATE: 07/23/2016 @ PARTY WALL SCALE: 1/2 = V-0" @ PARTY WALL SCALE: 1/2" = V-0" PARTY WALL 6D7 SCALE: 1/2" = 1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. a�a• AIR 9F' Design No. U373 May 07, 2013 Wall Rating - 2 fir (See hems 4, 4A and ,111) Finish Rating- 120 Min (See tient 4) Alit �PAr E71 r C r �, 3tr<l:!ttlnA Ca,L BE.rM0 t-t}ti va• -..._ PUH SPACE { r 2, .art --"—.-.. t_UI`IF1GItI,1:\'1'ta 4 :\ P SI'usY�'fP F[RE tn���Ai .1 kF d tiit'tt!.ti V"Pti VY,1LL'tltl� rsa.l' I - stn Asir r.r t t f *11;161 IRATI, )1, Ls e,t cF.ur salrlLltllll(r+111.RI AREA SEPAIL1TiON WALL: --- (Nonbearing, Max I Ieight - 44 11) 1. Fluor, Intermediate sir Top Wall —2-3/16 in. wide channel shaped with I in. lung legs I'bnawd from No. 25 MSO gafv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Shads — Steel members funned front No. 25 MSOgaly steel having 11" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 im and flange width I-112 in. J. Gypsum Board' —Twu layers ul' 1 in. thick gypsum wallboard liner panels, supptivd in Lunn 24 in. widths. Vertical edges of Panels friction fitted into "Il" - Shaped studs. GEORGIA -PACIFIC GYPSUM L L C — Typcs TRSL, DOUSL PROTECTED WALL: — (Bearing sir Noabcarinng Wall, as indicated in Items 4, 4A rind '113) 4. Wood Studs —Fur 7 FIr. Bearing or Nunbcaring Wall Rating - Num 2 by,l in., niax spacing 24 in- OC. Studs. crus -braced ret ntidheight where accessary for clip attachment. rtilia 311 in. separation between wood !ranting anti area separation wall. Finish rating evaluated for wood studs only. IA Steel Studs— (As au alternme to !tear 4, not shown)— For 2 III Bearing Wall Rating - Corrosion ptolected steel studs, win No. 20 MSO (0.0329 in., min baro natal thickness) steel or nun 3- 112 in. wide, min No. 20 OSG (0.034 in. thick) gale steel or No 20 MSG (0.033 in. truck) printed steel, cold formed, shall be designed ill accord nee with file current edition of the Specification for the Design of Culd-Funned Steel Sttucturul Members by the Aurericart fruit and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, Shull be as specified by tine steel slud designer and/or producer, and shall nice( the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor mid ceiling backs with 1/2 in, lung Type 14'a S-12 steel screws on both sides u1 tuds or by welded or bolted connections designed in accordance with the AISI specittcatiuns.'1'op nod bottom fettles shall consist of"Accl members, min No. 20 NISG (0.0329 in., min basic metal tliickr=c s) steel or ntin No. 20 OSG (0.036 in. thick) gals steel or No. 20 NISO (U.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a Boor, ceiling, and/or other walls. Attached to floor laid ceiling assemblies with steel fasteners spaced nut greater than 24 in. O.C. Studs cross -braced with stud frarning at nidhcight where necessary for clip attachment. Min 3/4 in. separation between steel training and area separation wall. Finish rotting has not been evaluated for Steel Studs. I13Steel Studs —(As an alternate to henna 1 and 4A, for use in Conligtuation B only, not shown) -- For 2 Hr. Nonbearing Wall Rating - Channel shaped, tiibrical'ed from lair. 25 MSG currusiun-pmiceted steel, nht 3 -ill in. wide, titin 1- 1/4 in. flanges will ]ht in- return, spaced a utax of24 int. OC. Studs to be cut 318 to 3/4 in. less limit assembly height. Top and button tracks shall be chatmel shaped, fabricated from min 25 r'41SG corrosion-prvtccted steel, Lair width to uccoulmodale stud size, with min I in. long legs, i flaclied to fluor and ceiling with fasteners 21 in. OC tax. Studs cross -braced with stud frtuning at widlicight where necessary fur clap aLtaclument. Mia 3/i in, separation between steel training and area separation wulL Finish rating has not been evaluated for Steel Studs. 5. Gypsurn Board — Classified or Uuclassnhed - Min It2 in thiel., i it wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-114 in. lung steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 413) with 1 inn. long'fype 5 steel screws spuecd 12 in. OC. Vortical joints located over studs. (Optional) Joints covered with paper tape wad joint compound. Nail or screw heads covered withjoint compound. 5A. plywood Sheathing or OSB --- (Nut shown) — As an alternate to Item 5, Noruinad Irl in. thick or greater plywood or OSB applied horizontally or vertically to wood sir steel sluts. Vertical joints located over studs. I lurizonud joints shall be bulled tight to Turin a closed joint. F'ustened to studs with nails or screwsof suflicieut length, spaced 12 in. OC. Joints and fastener heads aru not required to be treated. Aluminum clips shall be spaced as described in Item 6. 6. Attachment Clips — Aluntinunt angle, 0.062 in. thick, rain 2 in. wide with niin 2 in. mid 2-1/2 in. legs. Clips secured with nlnimurn oro T c S screw 318 in. long to 'if" studs and with minimmn one Type W screw 1-1 4 hi. ons to woad training or gleet fraining through holes provided in clip. Clips spaced a max of 10 it OC vertically between woad or steel franun and "1f' studs fur separation walls up to 23 If high For separation walls up to 41 It high, clips spaced as described above for the upper 24 11, aril the remaining wall area below requires clips spaced a rmut 5 ft OC. vertically between woad or steel framing and H" studs. 7. Batts and Biaultets* — (Optional, not shown) — Placcd in Siad cavities, any gloss fiber or mineral wool insulation, mux 10 pcf density, bearing Ute UL Classification ,Marking as to Surface Burning Characteristics ntdfor Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Clatssificd conpanius. "Bearing the UL Classification Mark z DESIGN NO. U905 = BEARING WALL RATING — 2 HR. �t NONBEARING WALL RATING — 2 FIR. artlr) � +1-- 6 6 Ll HORIZONTAL SECTION 1t, 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 PARF PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER — ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MIDST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICAT OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WFFH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR .SHALE (ROTARY KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC* — (OPTIONAL NOT SHOWN) — 1-1/2 IN. THICK 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). * BEARING THE UL CLASSIFICATION MARK 3/4" AIR GAP BOTH SIDES OF PARTY WALL 2x8 SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION INTERIOR 1/2" DRYWALL 2x4 SPF #2 STUDS@ 16" O.C. U.N.O., w/ BATT INSULATION 4'4", MIN. I FIRE RETARDANT SHEATHING PARTY 2" USG C -RUNNERS WALL H -SECTION STUD W/ 3/8" TYPE "S" PAN 3/4" AIR SPACE 2x SPF #2 STUDS @ HEAD SCREWS FIRE RATED ROOF SHEATHING PER PLAN 2x SPF #2 STUDS @ z 16" O.C. U.N.O., w/ O.C. U.N.O., w/ BA BATT INSULATION (2) 1" GYPSUM 0.063" USG ALUMINUM INTERIOR ANGLE CLIPS W/ 3/8" TYPE TRUSS OVERHANG EA. SIDE "S" z PAN HEAD SCREWS TO SEE U373, SHEET ROCK AND 1 1/4" 2" STEEL H -SECTION SHEET SD8------'RUNNER[ TYPE "W" OR "S" SCREWS TO STUD 24" O.C. MAX. PLATE PLACE AT EACH END EXTEND THE (2) LAYERS OF 1" THICK USG GYP. AND AND 8" O/C EACH FACE WALLBD. LINER PANELS OF 2 -HR. WALL INTO SOFFIT (2) 1" GYPSUM LINER AREA PANELS, SEE U373, O SHEET SD8 �— 2" STEEL C -SECTION RUNNER 2" US C -RUNNER W/ CUT FLANGES SHOWN WITH (3) 1 1/4" TYPE "1/\P' OR "S" SCREWS 4'-0", Mw. SECTION A -A AT FRAME AND (3) 3/16" DIA. X 2" TAPCONS T MASONRY JFIRE RETARDANT A SHEATHING 48" AS SHOWN ADJACENT TO 2nd FLOOR Z PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS o EXTERIOR 11/2" OVERHANG LENGTH1 1/2" I W11 2 HR, FIRE WALL @ 2ND FLOOR )TYPICAL PARTY WALL SCALE:1/2"=1'-0" PARTY WALL 2" STEEL H -SECTION STUD 2x SPF #2 STUDS @ 24" O.C. MAX. f 0 z 16" O.C. U.N.O., w/ BATT INSULATION (2) 1" GYPSUM r LINER PANELS, z 2" STEEL SEE U373, C -SECTION SHEET SD8------'RUNNER[ FURRING FOR CONT DRYWALL- — 8" CMU BLOCK WALL FINISH PER SPECS W0% 2 HR. FIRE WALL JOINT FRAME TO BLOCK SCALE: 1/2" = 1'-0" PARTY WALL 8" CMU BLOCK — 2 STEEL C -SECTION WALL FINIS I I RUNNER PER SPECS 2" STEEL H -SECTION STUD 24" O.C. MAX. 2x SPF #2 STUDS @ 16" (2) 1" GYPSUM LINER O.C. U.N.O., w/ PANELS, SEE U373 BATT SHEET SD8 INSULATION 'WO 2 HR. FIREWALL JOINT FRAME TO ELCOK SCALE: 1/2" = 1'-0" 4'-0", MIN. FIRE RETARDANT SHEATHING 48" AS SHOWN ADJ. TO 2nd FLOOR PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS ------i 1/2' DRYWALL INTERIOR WAL I FRAMING - 3/4" AIR SPACE 4'-0", MIN. PARTY WALL 2" C -TRACK EXTERIOR WALL FRAMING W1d� 2 HR. FIRE WALL (2) 1" GYPSUM LINER PANELS, SEE U373 ON SHEET SD8 2 H -STUD 2x SPF #2 STUDS @ 16" O.C. U.N.U., w/ BATT INSULATION WA`►Ti1 ► I WIN • • i4 TYPICAL PARTY WALL SCALE: 1/2" =1'-0" 2x6 SUB -FASCIA PROFILE OF ROOF TRUSS BEYOND — ROOF SHEATHING TYP. i (A-A� SD7 — — — — — — Z112- HIGH STRENGTH OR 5/8" GYP WB NAILED OR SCREWED TYP. EXTERIOR FINISH AND EXT. SHEATHING SEE TYP. EXT. WD. FRAME WALL SECTION TYP. 2x -WD. FRAME. EXT. BRG. WALL PER PLAN EXTEND THE (2) LAYERS OF 1" THICK USG GYP. WALLBD LINER PANELS OF 2 -HR. WALL INTO SOFFIT AREA BATT INSULATION SEE TYP. EXT. WD. FRAME WALL SECTION 1/2" GYPSUM WALLBOARD SEE TYP. EXT. WD. FRAME WALL SECTION � ELEVATION W121 2 HOUR SEPARATION 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 > EAVE SCALE: 1" = 1'-0" Z Q Z n W ❑ ILI a d - CD N z O 00 W =_ I•— C1. W o U U U) (D III 0 n .1 Cf] Q L W L1J _E F LL L O z e0>,►! Il is i fat � W CO E ''r ��•m°`�"`'am rr n ® �/ tp 1E I \ t z rd.`. N ---1 CIO t.l. "1d, Lr*" = U F v% ❑ at Z tl� Q �✓ - c o0o ro!✓ �w O LL ilv 9di'+®'• r M w !Z O O U z O 1 (y) tr < �� iii �liiGlii�ll�po �lf(�� CV LU (Da Z Q U o 0 0 0 r os CO � � 1�Ct���X U Z z O O 0 Samoa O W W U i— Q z tJnQ� !L LU 0 O V) N z d 1,13 r O QZV) of v r < V U ® z 0F4CD � N O �� Ow - 0 g v ❑ F In F¢ <�Z Z E v5M It WQ 1 1- J Z 00 (14 Q Q I— O o I— Ltd U U LU IW „ao ❑ F LL (0 O G (� 0 z z � O ❑ W o W ® ♦— z ❑ U) ®0 F W 70 W e o W ® e ❑ 0000 W C/)LLJ 0 (y) � oU I , J 01-®- 0 I® � ry F- — U lY F— U) STRUCTURAL ENG: — -- 0I1 BED V)- --- Q DRAFTING: z -STRUCT: EA k0 W Q QC CHECK: JOB No. TM - 2152369 SCALE: AS INDICATED Tom-- DATE: 07/23/2016 t., STANDARD (3) 2X12 LU MIN. (3) 2x SYP #2 _"_ _ = STRINGERS W/ STUDS REQ'D @ END _ ----------- SIMPSON A34 CLIP TO Z OF LANDING W/ MIN. (6) - ~ _ FLOOR SYSTEM z n 16d NAILS FROM \ ""LU ❑ LEDGER TO STUD W PACK w tY LINE UP 2xJOIST IN Ny LINE WITH MIDDLE 0 N STANDARD (3) 2X12 _ _ - _ / 2x12 STRINGER TO BE Z STRINGERS W/ UTILIZED AS BLOCKING O SIMPSON A35 / A34 ___ CLIP TO FLOOR ---------- __C) O SYSTEM &LANDING `---- 2xJOISTS @ LANDING 0- FRAMING 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER z ON EACH SIDE OU W 0 / < �� z w �o 6" MIN. ❑ m O - -a LL (2) 2x BEAM PER 2xJOIST (P.T. IF w SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO _ w o END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT = _ U_ STRINGERS TO MID SPAN BLOCKING LEDGER wl (3) 16d z O ��ob1ai6/ NAILS 16" O.C. MAX. � CONNECT TO. BEAM TO MATCH(J) IST TO EACH STUD. 2 1/4" Z ��'4�1 _' � ¢� P, ULi � TO BEAR DIRECTLY ON DEPTH W/ 3 10d (( ) BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" •Vy ny° `Wyg p `r BELOW O.C. MAX. FOR00 mLd MASONRY WALL) 10" MIN. _ ,��' � � 0 C. �K��� � Y O A A PLAN VIEW 90 DEGREE TURN LANDING _� :� u� _j Z SEE SCHEDULE FOR MAX WIDTH OF LANDING '" �` � > ��" _ cpm r LU MIN. 3 2x SYP #2 ` '� STUDS REQ'D @ END OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB �� `�®�� ¢ O 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER ¢' strar�iM®� LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL � m PACK PER GENERAL FLOOR CONSTRUCTION w,< NOTES MID SPAN BLOCKINGp o TO MATCH JOIST PLYWOOD SHEATHING U DEPTH W/ (3) 10d 2xJOIST LEDGER P.T. OVER LANDING p w STANDARD (3) 2X12 ` �_� TOENAILS EACH END IF ATTACHING TO ATTACHED PER Q MASONRY WALL) GENERAL FLOOR z O � Idii"ll��l lj�� y CV SYP #2 STRINGERS W! CONSTRUCTION SIMPSON A34 / A35 NOTES w CLIP TO FLOOR I— O ���'"'� Z SYSTEM & LANDING j z 1 MAX Q o w U o FRAMING w LANDIBEAM NG PER END OF U Z I' < :E SCHEDULE O l dIM v �tiG�� J O w `.J III„ iu �t j Q S W Z L O l� SEE PAN FOR 7 / MASONRY WALL OR O o WOOD WALL SIMPSON A35 w BF_ I B CONNECTIONS w p MASONRY WALL OR E FRAME WALL BEYOND (2) 2x BEAM PER ` 2x JOIST (P.T. IF v) F - SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER � w � �a r STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d LL n CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. 0 W O,,i M § TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" O 06 Q z to BUILT UP COLUMNS x 3 1/2" TITENS @ 16" F_ < (j U z -� 1 STRINGERS TO BE U F vi cn j BELOW O.C. MAX. FOR Q Z O a °0'''' MASONRY WALL) NOTCHED AT LANDING O0 J Q L i^, A -A PLAN VIEW 180 DEGREE TURN LANDING _ _j o �Ng 0 LIJ SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS® O g � o E \ ST02 NOT USED - W o 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 8'4" (2) 2x12 RISE OF STEPS AND 6-4" 12'-0" (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'4" 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND 11'-0" (2) 2x12 -------- -.BOTTOM BOTTOMCHORD (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 I -JOIST PER FRAMING 10'-0" (2) 2x12 2x6 PLAN W/ SQUASH _ 2x6 4'-0" BLOCK OR (3) 2x12 2x12 BEAM/FLOOR TRUSS (2) 2x12 2x8 7'-0" PER PLAN 2x6 5'4" _ (3) 2x12 PENDING LANDING 9'4" \ 2x8 HEIGHT AND PLAN 8._01' (1) 2x12 (1) 2x8 2x6 LAYOUT.HEADER (3) 2x12 WITHIN SUPPORT 9'-0" \ 2x8 WALL COULD BE 7'-0" (1).2x12 (1) 2x8 2x6 REQUIRED. SEE PLAN =__� ---- (2) 2x12 FOR REQUIRED 2x12 STRINGERS ONE (1) 2x12 (1) 2x8 2x6 HEADER AND ON EACH SIDE AND ONE MID /� (2) 2x12 SUPPORT � @ -SPAN f� 2x6 INFORMATION. A34 @ EA. STRINGER - TO LANDING -- ------ 2x ATTACHED TO STRINGER I I --- 2x JOIST (P.T. IF ATTACHING TO ---- I I I / MASONRY WALL) CONT �.. I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE M= i I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4 ONE @ MID -SPAN I I I I I I I x 3 1/2" TITENS @ 16" (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF J' 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)4" BUILT" UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 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 8'4" (2) 2x12 2x6 6-4" 12'-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 614" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'4" (2) 2x12 2x8 7'-0" 9'4" (1) 2x12 (1) 2x8 2x6 5'4" (3) 2x12 2x8 9'4" (2) 2x12 2x8 7'-0" 8._01' (1) 2x12 (1) 2x8 2x6 5'-0 " (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1).2x12 (1) 2x8 2x6 5'-0" 6'4" (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" U $VSM3 LU < z z oa J Q 3YZ Ey- SEE ARCH PLAN �I 2x4 CONT. TOP PLATE 0 � U) MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO M STUDS W/(2)16d TOE IJ 2x4 #2 SPF STUDS X I T X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, ❑ U) @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF w 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND O OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) VERTICAL LOCATIONS). 77 HANDRAIL NOTCH SILL PLATE O KNEEWALL FOR VERTICAL -" --- NOTCH SILL AND O z PLYWOOD FLOORING77)OZ TO ALLOW VERTICAL 0 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO ❑ NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS z r @ ANY OPENING 2x4 CONT. Tw OP PLATE ® a' (ATTACH TOP PLATE tom— ' ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4" x 3" 3 1/2" TO STUDS W/ (2) 16d z DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS < Z SECTION X -X N.T.S. ECD�UA OOD SGREW� -_ 0 LY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ Ls W W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE - 24" O.C. EVERY OTHER r 0° �e ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O Q° ® 1 STUDS 2/ 2 16d TOE STUDS W/(2)16d TOE 32" ATTACHED TO TRUSS ❑ 0 0 C) () �i i NAILS BELOW (OTHERWISE w � NAILS I 2x4 #2 SPF STUDS @ SFE ARCH PLAN ATTACH W/ (2) 12d z 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) 0 U) � TOENAILSLz- BOTTOM 2x4 #2 SPF STUDS @ ❑ (� SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d X I\ NOTCH FLOOR 2x4 SILL PLATE W/ (2) 0XMI2: 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. w ___3 CONT. BRACE & 10d �- I® ACCOMMODATE 2x I NAILS @ 4" O.C. TO O 2x4 SILL PLATE W/ (2) 2x4 #2 SPF SILL PLATE --- I 10d NAILS 4" O.C. FLOOR SHEATHING U �. NOTCH SILL AND -- @ ---- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 -------------------- n������.�� O.C. TO ALLOW VERTICAL r VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS u) STRUCTURAL ENG: BED 1� TO SLIDE DOWN 'LO = W/ (2) Y4"x3" SDS-- -- FACE OF TRUSS � TING:DRAFTING: � (2) SIMPSON L STA24 - I SCREWS EQUALLY � �1/•Ir Cif; p SPACED & CENTEREDz-s-rRuc,r: EA STRAP (1 EA. SIDE OF _ w STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL -- 2x6 VERTICAL AND --- IN TRUSS ❑ UC CHECK: CC kw11t ' ✓; L -BRACE c@ 6'-0" O.C. & TO TRUSS W/ (3) YY" x 3" ---- w FLOOR BEAM CONDITION \_ SDS WOOD SCREWS @ANY OPENING JOB No. TM - 2152369 FLOOR BEAM SEE EQUAL LY SCALE: AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN-- TRUSS SEE PLAN ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE 07/23/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STOP GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"—V_0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"-1'-0" N.T.S. ��j UNDER BEAMS LESS THAN 2x12) 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.