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572-592 Merry Brook Cir (plans) (a)ItECORD COPY REVIEWED FOR CODE COMPLIANCE At, - DATE. SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH 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 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection ,t 250 Z 4-2252 GENERAL NOTES I. To the best of the architects' knowledge these construction documents are in conformance with the requirements of the building authorities having jurisdiction over this type of construction and occupancy. 2. It is the intent of the architect to delineate these documents as accurate as possible for the purpose of graphic representation. Do not "scale" these documents. The dimensions shown are to take precedence over scaling the documents. The general contractor shall take full responsibility for any incorrect work and any repair of said work as a result of scaling the documents. 3. All work performed by the general contractor shall comply and conform with local and state building codes, ordinances and regulations, along with all other authorities having jurisdiction. The general contractor is responsible to be aware of these requirements and governing regulations. 4. The general contractor shall thoroughly review and become familiar with these documents. Upon review, the general contractor shall document and notify the architect of any errors, omissions, discrepancies and / or inconsistencies 1prior to the start of any portion of the proposed work. The architect shall review the proposed corrections after the receipt of notification. The discovery of discrepancies and / or conflicts after the start of work shall be the full responsibility of the general contractor to repair or replace. 5. The general contractor shall be responsible for the correction of any errors, omissions, discrepancies and / or inconsistencies which have not been brought to the architects' attention. 6. The general contractor shall accept the premises as is, in its current state. The owner shall assume no responsibility for the condition of the existing site, and its contents, at the time of bidding or thereafter. 1. The general contractor shall field verify all existing site conditions, along with dimensions,. prior to the start Of any portion of the work. All findings, discrepancies and concerns shall be brought to the owners' attention in written format. 8. The general contractor shall be responsible for all work and materials represented on these documents including the work and materials furnished by subcontractors and vendors. q. Deviations from these documents in the construction phase shall be reviewed by the architect and the owner prior to the start of work in question. Any deviations from these documents without prior review, shall be the sole responsibility of the general contractor. 10. It 15 the sole responsibility of the general contractor to determine erection procedure, means and methods and sequence of construction. II. The general contractor is responsible to produce and comply with an approved construction schedule acceptable to the owner's expectations. 12. The owner shall furnish any and all reports received from the geotechnical engineer (soil reports), on the study of the proposed site, to the architect, structural engineer and general contractor. In the event the geotechnical reports do not exist, the soil condition shall be assumed to be a minimum design soil pressure stated by the structural engineer of record for the purpose of structural design. General contractor shall assure the soil conditions meet or exceed this criteria. 13. 5hop drawing review and distribution, along with product submittals, requested in the construction documents, shall be the sole responsibility of the ,general contractor, Unless directed Otherwise Under a separate agreement. 14. The architect shall not accept, or review any request for shop drawing review and / or stamp without the review and stamp of the general contractor clearly Shown on the documents. 15. The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board applied to the garage side. (In accordance with Section 8302.6 of the 2010 FBG -Residential) 16. A garage beneath habitable rooms shall be separated by not less than 5/8", Type X gypsum board. (In accordance with 5ection 8302.6 of the FBG -Residential) SYMBOLS SHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX, GENERAL o ELEVATION KEY OR SECTION KEY SHELF ABOVE O WATER CLOSET ❑ ❑ DOUBLE SINK NOTES, SYMBOLS &ABBREVIATIONS SHEET NUMBER SOFFIT ABOVE _ ELEVATION -TRADITIONAL A1.1 B-6 BUILDING SLAB PLAN DETAIL NUMBER OR 5EGTION KEY DIMEN51ONAL LUMBER (SIZE) TU13/5HOWER ❑ 51N6LE 51NK A1.1 UB -L SLAB PLAN - BIRCH 5HEET NUMBER Al .l UB -R SLAB PLAN - BIRCH BLOGKIN6 A1.1 UR -L SLAB PLAN - REDWOOD \ SIZE) EllWA5HER SHOWER A1.1 UR -R SLAB PLAN - REDWOOD ANGLE ROU6H SAWN WOOD Al. 1 UW -L SLAB PLAN - WILLOW -4 PLYWOOD / A1.1 UW -R SLAB PLAN - WILLOW DRYER T NOTE NUMBER uW _ A2.1 B-6 BUILDING MAIN FLOOR PLAN INSULATED SHEATHING ° LAVATORY A2.2B-6 BUILDING UPPER FLOOR PLAN Di REV15ION NUMBER (DELTA) ® BATT IN5ULATION - U MEDICINE GABINET A2.1 UB -L MAIN FLOOR PLAN - BIRCH - A A RIGID IN5ULATION CO) PEDE5TAL SINK A2.2UB-L UPPER FLOOR PLAN - BIRCH - A 5HEET NUMBER A2.1 UB1-R MAIN FLOOR PLAN - BIRCH - Al D I- B REI=RI6ERATOR A2 2UBl-R UPPER FLOOR PLAN - BIRCH - Al 2X4 WOOD STUD PARTITION O O ELEVATION LETTER OVENIGOOKTOP A2.1 UR -L FLOO PLANS - REDWOOD G 2X6 WOOD 5TUD PARTITION 0 0 A2.1 UR -R FLOO PLANS - REDWOOD ® EARTH A2.1 UW -L FLOG PLANS -WILLOW 2X8 WOOD 5TU0 PARTITION A2.1 UW -R FLOG PLANS - WILLOW SAND OR GRAVEL FILL GONGRETE BLOCK A3.1 B-6 BUILE ING FRONT ELEVATIONS ® BRICK A3.213-6 BUILDING REAR ELEVATIONS a . o .; CONCRETE A3.313-6 BUILDING SIDE ELEVATIONS Pea riods only used on one Word abbreviations, if the abbreviation A3.1 UB -L BIRCH by - A ELEVATIONS i5 different word itself; e.g. ARCH., BIT., and LAM. A3.1 UB1-R BIRCH - Al ELEVATIONS BSB ABBREVIATIONS Periods are usually used when abbreviatin multiple words, unless they are very common wiithout periods; e.g. AF, HVAC, R/A, and WWF. A3.1 UR -L REDWOOD ELEVATIONS P. PANTRY A.B. ANCHOR BOLT FA5 NER) FASTEPAR PARALLEL A3.1 U R- R RED OD ELEVATIONS _.. A ABV ABOVE F F.A.U. FORGED AIR UNIT P PBD, PARTICLE BOARD A3.1 UW -L WILLOW ELEVATIONS - FRONT & REAR A/C AIR GONITIONING F.B. FACE BRICK PG. GONG. PRECAST CONCRETE AGC ACCESS F.B.O. FURNISHED BY OTHERS P.E. PORCELAIN ENAMEL A3.2 U W - L WILLC W ELEVATIONS - SIDE AFF ACOUSTICAL N15HTILE FLOOR6) F.D. FLOOR F.E. FIRE EXTINGUIN5HER PERI PEDESTAL (SINK) A3.1 UW -R WILLC1 W ELEVATIONS - FRONT & REAR A.D. AREA DRAIN F.F. FINISH FLOOR (LINE) PK6 PARKING A3.2UW-R WILL W ELEVATIONS - SIDE ADD ADDENDUM F.G. FIXED 6LA55 PL PLATE (HE16HT) ADH APHE51VE FGL FIBER6LA55 PIAM, PLASTIC LAMINATE ADJ ADJUSTABLE FIN FIN15H PLA5 PLASTER A&6 AGGREGATE FL6 FLA5HIN6 PNL PANEL A3.413-6 BUILD NG ROOF PLAN A.H.U. AIR HANDLING UNIT FLR FLOOR(IN(7) PNT PAINTED) ALT ALTERNATE FLUR FLUORESCENT (LIGHT) PR PAIR (OF) TED APGE1PFN FENCE PREFA13 a�PER A 55 PANEL FN FOUNDATION SQUARE FOOT A5.1 UB -L INTER OR ELEVATIONS - BIRCH APPROXIMATEAPX FPFRERP51 POUNDS SQUARE ( ARCH. ARRCHTEGTM AL) PROOF P5LPARALLEL STRAND LUMBER A5.1 U B- R INTEF OR ELEVATIONS - BIRCH ASPH ASPHALT FPHB FREEZE PROOF HOSE BIBB PTN PARTITION A5.1 UR -L (NTE OR ELEVATIONS -REDWOOD A.T. ASPHALT TILE FPL FIREPLACE P.T. PRE55URE TREATED (WOOD) AUTO. AUTOMATIC FR FRAME(0)(IN6) PV PAVE(0)ORPAVIN6 A5.1UR-R INTEF IOR ELEVATIONS - REDWOOD AVG AVERA6E F5 FULL 51ZE PVC, POLYVINYL CHLORIDE (PIPE) AWNG AWNIN6 FT6 FOOTING PVMT PAVEMENT A5.1 UW -L INTEF IOR ELEVATIONS - WILLOW FUR FURRED(ING) PWD PLYWOOD B B36 36" WIDE BASE GAB. A5.1 UW -R INTE IOR ELEVATIONS - WILLOW BD BOARD 6A 6AU6E Q.T. QUARRY TILE BF BI -FOLD (0000 �a G.B. 6YP5UM (WALL) BOARD A5.2 U B- L SECT I NS -BIRCH BLBKG BLOGKIN6 6D GRADE OR 6RAOIN6(7.G. 6ENERAL 0R R R/A RSI TURNOARSTAIRS) A5.2UB-R SECT'II DNS - BIRCH BLDG BUILDING 6.0.0. 6ARA6E DOOR OPENER R.B. RUBBER BASE A5.2UR-L SECT'( NS -REDWOOD SLK BLOCK (GMUS) 6f GROUND FAULT INTERRUPTER RAD RADIUS BLK6 BLOGKIN6 6L 6LA55 OR GLAZING RBL RUBBLE BM BEAM 6LBK. CLASS BLOCK R.D.ROOF DRAIN A5.2UR-R SECTIONS - REDWOOD B.M. BENCH MARK 6.1, GALVANIZED IRON REF OR REFR REFRIGERATOR A5.2UW-L SECTIONS -WILLOW BP BI-PA55 (DOOR) 6T 6ROUT REG REQUIRED BRC? BEARIN6 RES RESILIENT A5.2UW-R SECTIONS - WILLOW BRK BRICK 42"H 42" H16H (WALL) REV REVISIOW5), REVI5ED B.5. BOTH SIDES H HB H05E BIBB REINF REINFORGEO(ING) BSMT BASEMENT H.G. HOLLOW GORE RF6 ROOFING BTM OR BOT BOTTOM HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX TRICAL BTWN BETWEEN H.D. HEAT DETECTOR OR HEAVY DUTY RL6 RAILING E 2.1 - E L E C', R I CA L PLANS - - A BVL BEVELED HDR HEADER R4M RANGE W/MICROWAVE B.W. BOTH WAYS HDW HARDWARE RM Roots E2.1 U B 1-R R I CAL P L - I RC H- A 1 H6T HEIGHT R.O. ROUGH OPENING E2.1 UR -L EL ANS - REDWOOD C GAB CABINET H.M. HOLLOW METAL R.O.W. RIGHT OF WAY gi G.B. CATCH BASIN HORZ HORIZONTAL R/5 OR R45 ROD AND 5HELF(5) E2.1 UR -R E S -REDWOOD w1 GEM GEMENT HR HOUR Sr GER CERAMIC H.R. HALF ROUND (WINDOW) 5C 50LID GORE (DOOR) Ql GF CUBIC FOOT H5 HORIZONTAL SLIDER S 56H SCHEDULE E2.1 UW- EC' RICAL PLAN - LOW G.F.O. GEILIN6 FIXTURE OUTLET HT6 HEATING 50 SMOKE DETECTOR GHAM G14AMFER HVAC HEATING/VENTILATING/AIRCOW. 5EG SECTION E -R ELEC', RICAL PLANS - WIL G.I. GA5T IRON HHV HARDWOOD (FLOORS) S.F. SQUARE FEET G.I.P. GONG. GA5T-IN-PLACE GONG. 5F.GL. SAFETY &LASS GIR CIRCLE I.B. IRONING BOARD 5.6.0. SLIDING 6LA55 DOOR GIRG CIRCUMFERENCE I I.D. IN51DE DIAMETER 5H SINGLE HUNG OR SHELF(VIN6) DETAILS G.J. CONTROL JOINT OR CONSTRUCTION JOINT IIA. IN LIEU OF 5HT (DRAWING) SHEET D 1.1 STA (; DETAILS GK GL05ETO CENTER) I.M. INSULATEDTION) 5HTI451M 51MILA NG D1.2 WALL. DETAILS (FIBERGLASS SHINGLES) GL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TIOW �� SIM 51MILAR 61-6 GEILIN6 INT INTERIOR 5KL 5KYL16HT CLR CLEARANCE) GLS CL05URE OR GL05ER (DOOR) J5T J015T (FLOOR OR ROOF) SIDELIGHT OR SLEEVE NT 5NT GM CENTIMETERS) J JT JOINT SEALANT SPG SPACER CMU CONCRETE MA50NRY UNIT G.O. CASED OPENING �( KD KNOCKDOWN (GEILING) SPEC (AUDIO) 5PEA E COL COLUMN K KIT KITCHEN 5T. (AUDIO) 55 STEEL COMB COMBINATION KO KNOCKOUT S.TP STAINLESS STEEL GONG CONCRETE KPL KIGKPLATE (ON DOOR) STD STANDARD GOND (AG) CONDENSER K/5 KNEE SPACE 576 OR 570 STORAGE 5TL STEEL GON5T CONSTRUCTION GONT CONTINUOUS LAM. LAMINATE(P) 5 0 STRUCTURAL GONTR CONTRACTOR L LAV LAVATORY (51NK) USQUARESQUARE55 PENDED CORR CORRU6ATED L.B.O. LOCATION BY OTHERS 55• SHEAR HALL GPR COPPER LIV LIVING G OR GPT CARPET L.L. LIVE LOAD T TREAD (AT 5TAIR5) OR TILE CR5 GOUR5E(5) LP, LAMINATED PLASTIC T TB. TOWEL BAR GSMT CASEMENT L5L LAMINATED STRAND LUMBER T.B.D. TO BE DETERMINED G.5T. CAST STONE LT LIGHT TG TERRA GOTTA G.T. CERAMIC TILE L.T. LAUNDRY TUB T.G.J. TROWELED CONTROL JOINT GTR CENTER OR COUNTER LTL LINTEL TEMP. TEMPERED (6LA55) GY CUBIC YARD L.V. LOW VOLTAGE T46 TONGUE 4 6ROOVE D 12"D 12" DEEP LVL LAMINATED VENEER LUMBER TEL TELEPHONE D DRYER, OR DRAIN LVR LOUVER THK THIGK(NE55) PBL DOUBLE A M METER(5) 7HR THRESHOLD DEGO DECORATIVE M MAX MAXIMUM T.O.G. TOP OF CONCRETE T.O.F. TOP OF FOUNDATION DEM DEMOLISH, DEMOLITION MA5 MA50NRY O DEP DEPRESSED MATL MATERIAL T.O.M. P OF MASONRY DET DETAIL MG MEDICINE CABINET T.O.W. TTOP WINDOW D.F. DRINKING FOUNTAIN MEGH MECHANICAL TT OR TTN TRANS5 OM (WINDOW) DH DOUBLE HUNG MFR MANUFACTURER TP TOILET PAPER HOLDER N TELEVI510N OUTLET OR LOCATION DIA OR DIAM DIAMETER MH MANHOLE TYP TYPICAL DIM DIMENSION MIN MINIMUM D.L. DEAD LOAD MIR MIRROR UG UNERGUT(DOOR) ON DOWN (STAIRS) M15G MISCELLANEOUS U UNF UNFIN15HED D.P. DAMP -PROOFING MLD MOULDIN6 U.N.O. UNLE55 NOTED OTHERWISE OR DOOR MM MILLIMETER DRY DRYER MACHINE MMB MEMBRANE VB VANITY BASE 05 DOWN5P0UT M.O. MASONRY OPENING V V.B. VAPOR BARRIER 0l5 DRAWER STACK (CABINET) MOD MODULAR VBW 36" WIDE VANITY BASE D.T. DRAIN TILE MRB MARBLE VERT VERTICAL OTL DETAIL MTL METAL VIN (SHEET) VINYL DW 915H WASHER MT MOUNTEL06) V.5. VEGETABLE SINK DWG DRAWING MULL MULLION OR MULLED V.T. VINYL TILE DWR DRAWER EA EACH N N.I.G. NOT N CONTRACT A NOT APPLICABLE 03630 36"W X ROAN WALL GAB E EB EYEBROW (FLAT ARCH) NL NAILA13LE W W WIDE OR LASHING MACHINE E.F. EACH FACE NOM NOMINAL WG WATER CLOSET E.J. EXPANSION JOINT N.T.5. NOT TO SCALE WD WOOD WF WIDE FLANGE (STEEL BEAM) EL ELEVATION N.6.V.D. NAT. GEODETIC VERTICAL DATUM WH WATER HEATER ELEG ELEGTRIG(AL) OA OVERALL W.H. WALL HUN6 O E.P. ELECTRICAL PANEL OB5 OBSCURE (7LA55) WI WROUGHT IRON EQ EQUAL O.G. ON CENTER WIG WALK-IN CL05ET EST ESTIMATE O.GAB. OVERHEAD GABINET WIN WINDOW E.W.G. ELECTRIC WATER COOLER O.D. OUTSIDE DIAMETER W/ NO WITH OR WITHOUT EX6 EXISTING O.G.D. OVERHEAD 6ARA6E DOOR WP WATERPRO001,16) EXH EXHAUST OH OVERHEAD W.R. WATER RE515TANT EXT EXTERIOR OPN6 OPENING W.5. WATER SOFTENER OPT OPTIONAL WSGT WAIN5GOT 055 ORIENTED STRAND BOARD W.T.W. WALL TO WALL Lj Qtv lsl0r► 0 wtp 1- 2G,- 1�5 62 Ikt PaCtS IGKL I pt Jol$LdG .SIG �,,,,���'S' CIO'/C'aw'Vt447-jZ- 077 /I%(Q SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL PLAN 2059 - TRADITIONAL MAIN FLOOR 834 UPPER FLOOR qq8 OTAL 1832 GARAGE 24q PORGH 7q LANAI 102 BALCONY -73 OTAL 2614 TOTAL 2335 SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q02 UPPER F=LOOR 103q OTAL 1441 GARAGE 240 PORCH 36 LANAI 102 BALCONY 82 OTAL 2401 SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR -1-70 UPPER FLOOR 128q SUBTOTAL 2054 GARAGE 458 PORCH q LANAI q3 OTAL 2614 REVIEWED BY:`;"T MATT MINNETTO SANFORD FIRE DEPT. ,1 DATE: L - =z 0 9 C14 PRE � =a Q owa o z ¢� m_ O U �OQ W LU E9 Qjr o z"L a�L W 3os N 5�o O T O° 01 V >* 4 N / ' /�� °off /I�J".�,°°y IV, q � ° 'p Oerf',nl,o� T O 0 N 4 i. "'�~ O OO CU ti � N - M CO .0 J ~ LL O /5 C C/5 cu ai FMLid ccCU C "MMPI BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: CHECKED: GOVER 5HEET 5HEET INDEX, SANFORD FIR DEPARTMENT GENERAL NOTES, SYMBOLS 4 , ABBREVIATION5 THESE PLMS Aft RkYMWED AND CONDITIONALLY �ye�ACCEPTE " FOR LOT 58-63 PLRIIIHT. AN i~��UFi"'� PERAW SHALL DEMO 11amts" TO PAW WI1TH WOW TO 1 w AAM WT= AS AU � AGNOA PAW. ANY OF THESE PRr NI l3 OF THETEHNIC& COOK t" SNP" Fw& RM ONUKO F Tt ERF. fTER REQUIRING A CORRECTOW OF MORE Ott THE Pte, CONSTRUMC0 OR 07HER IIAOLATIONS OF THE CODE. W 132'-8" CE 20'-0" 16'-10" S" I6'-10" q'-bill16'-10" 8" 16'-10" 20'-0" I 11-211 = Lo - � --- I � =h iiII - I ILII O IIIII I ii'iI I IIIII I (IIII I IIII II'll I I I F===� Illl II II' I II Illii II __---------- ---�ilr--- � IIII; O � i IIII 1 IIII 9 i iI'Ii i I I r----------------���1--__ _ ---- -------------I iill� IIIII illi --- IIII III VIII VIII IIII IIII IIII IIII IIII IIII IIII IIIII IIIII IIII IIII IIII IIII II IIII IIII IIII IIII IIIII p i _ __----- ----ii ----------------- ILII I IIII I IIIII I i IIII � (IIII I IIII I IIIII I IIII IIII �___� 1 I I II IIII II Ill1 II IIIII I I I I I = — = I IIIII O �) IIII IIII IIIII l� O IIIII I - - I U IIII I I II I J IIII l l -� IIIII ry iil��=-, IIII IIIII u,1I I'I ilyl IIII I'i l IIIII Ilii J I'l cam_=�6ii I � F- n II IiJI II IIII Ilill �II� �IdI IIII n IIII II - I I II X o o IIII o o � X � III I � l -_-I ------I—___J1I1 ilIiIl I\ 7/1 r• � I �--y IIIIIIIIII II �----, I I l IIi II rl IIII � r i iIiII,il1Ii1I r---___-' ------- ®_-o-- --o -- — _-_t�Ir�_- X _�III �__� IIIIiIIlIlg'Ik IIIIL _-_-_- 1j11 -____'I �__y OJ I 11 I I I I II U II'IL-- L II I r-0�1 I ILII 0 L III � �-� II I'I Jok— .,__-_ II IIL----J�._ _ J 00 Il,ll Iilii I --.11'11 II G - III O J I I I __,..� ­LIL O I l,l i IIII � IIII II --0----- II'----J�---- 1-n J r O O ---JI II I I I I Iill IIIII O ll'll II III1-----J I,I 11 III I'I _ I p1 I III n IIII 11 I'll 1 n I;il I _ it IIII - O O II IIII O O L-------JL----J I -- -- -0----1 r-- I 0 III u n Ili O ILII I II I O111 III � 1 II Iq II II n IIII u IIII -- I I'I L-- C_--, II'Il IIII I'I ll d - m i i iii I I ISI I i i'i i I I i'i i I I'I m II Ili n II I I IIIII L--- ra"-r� I 'I'll iiII I II I III IIIII iiII - I I II Ili c.. -_-___ II II I II I III II L I I'I_ II I U __.____ o Ig1 � I II I,I Il I _ —j lh m (� 1 I 91() p1 II 4 LZ o II LOT 63 WILLOW - L ELEVATION = +0'-0" l 3'-5" 6'-2" 10'-0 LOT 62 REDWOOD - L ELEVATION = +0'-0" I " 132'-8" LOT 61 BIRCH - Al - R ELEVATION = +0'-0" Slab Plan 10'-0" 01 LOT 60 LOT 59 BIRCH - A - L REDWOOD - R ELEVATION = +0'-0" ELEVATION = +0'-0" 0 4' 8' 16' 1'-0" AT 22x34 1/16" = 1'-0" AT IIxl7 ' ' LOT 58 WILLOW - R ELEVATION = +0'-0" Traditional Elevation_ .� wo'i r Z'a id N 0 5; 0) Uk u o w Piz o mA ¢� 0Z POQ Lli W age Q cc ouN 0 a Ic a� fly. Sm. A:;s O w. • ° Z A.. 0 fill a Lma N CL) N Lm ~ ~ I�- LO O a JN� � LJL 0 aLO �� t0 LO Ca O 1 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN __II I LI I GOMMONWALL CL COMMONWALL 22'-0" r ---------- II II II J LU II II -0'-3 1/2" `n o- I II L ---------- 1r---------- ----J VOW L ------------------------------------- 01-011I I I l II II I i 4'-10" I� I II II (I I II II III II II —N 1 3 1/2" GONGRETE 5LAB (PER I I jl II III II II II III II II I N 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED =� j I SOIL. BUILDER TO PROVIDE I TERMITIGIDE TREATMENT TO 36" MIN. ABOVE FIN15H FLOOR O l II II II III N II II II III II II I II II I III II *01-011 0'-0" II II I I II 'I II I I� I 3 2 6" II I i jl I II 1 ,PROVIDE LINE II IFOR IGEMAKE o00 REF. E11r] 51NK W/ 015P. DW I moo' I I �z I 6A5 1 '^ S� RANGE --- - - II III II I� � II II II II P D. II III II II O O 11 u II 1 -2" S'-103�q" 2 _334 21-3" 5'-10" _3 I I = i =N I II I � II 0 II l i II -0 5 1/2'i �O� n II t II 1 a i i W.G. I L_�iZ_ I I — W H. 11 II II I II III -all I I --- _ 8'-1' a II I I 21-5111 I I! _ o I I III it RIM 2'-0" �_ COMMONWALL m 0 O 0'-0" I *0.-0., SLAB GUT OUT � -O'-3 I/2" 8'-0" I 2'-4 101-211 1. GOMMONWALL Slab Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 Traditional TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOT= GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIE5, PEF,1 COMMUNITY 5PEG5) OVER ROOF 5HEATHINC AND ROOF FRAMIN6 PER 5TRUGTUFAL. B. TYPICAL. FRAME FLOOR 6ON5TRUGTION: FIN15H I-LOORIN6 ON 3/4" TON6UE 4 GROOVE FLOOR; 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DR/tNIN65. G. 55L L\6 ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E61RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: S'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) T-0" A.F.F ® 64' PLATE HEIGHT N.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT I$ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE BY OTHERS. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLAN5 FOR 5TEEL GOLUMN 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMENSION5. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOW5 5HALL COMPLY WITH 6OVERNIN6 FIRE 4 BUILDING GODE5. MAXIMUM 51LL HEIGHT OF E6RE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL 5HALL BE 36"x36" MINIMUM W/ LADDER AT E6RE55 WINDOWS. 5. DROP TOP OF" FOUNDATION AT PORCH 5TOOP. 6, LINE OF FRAMING ABOVE. 1. LINE OF 5TOOP ABOVE. 5. HANDRAIL q. NSA 10. NSA 11. NSA 12. NW 13, OPTIONAL 5 WIRE 5HELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POCKET IS. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" 6YP5UM BOARD ON WALLS, UNDER STAIR 5URFAGE, AND ON SOFFITS OF ENGL05ED AGGE551BLE 5PAGE UNDER 5TAIR5. Elevation - 1 4 ­ 2 2 4 9- # '14 - 2 2 5 4 0 rn 0USz `? Q ao� Z am� O ril �eZ LLJ w w 5 Q ac W x$a N - sg MidO O 0 ik, O y. 0 O ♦♦®®e�i'wa r�®e ee® a a aaa Imo,r CON 0 6\°LU.� ° a; a.•.r z :q> 0: w- 5 �P % ®'®®®�®/II II` Ural'♦ ��,. O O O N O OCa ti O J " — M to IO J O cc p C U) cc N L LO CU BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5LAB PLAN TRADITIONAL ELEVATION BIRCH - LEFT Lot 60 Birch - Plan 1832 0 Ul3mL C) O 1z Ct GOMMONNALL q COMMONNALL 16'-10" �- COMMONNALL 4'-10" Slab Plan O 2' 4' 8' I/4" = I' -O" AT 22x34 1/8" = 1'-0" AT IIxI1 4e0MM°NNALL Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUCTURAL. B. TYPICAL FRAME FLOOR CON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 8 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON 6RADE FLOOR GON5TRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAHIN65, TYP. NINDON5:. A. ALL NINDON5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE- RE5. GHEGK5. B. NINOON SUPPLIER TO VERIFY AT LEA5T ONE NINDON IN ALL BEDROOM5 TO HAVE A CLEAR EGRE55 OPENING OF 5.150. 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'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 7'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD 60NDITION5; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD V1= NT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERN15E NOTED. FOUNDATION NOTES I. STRUCTURAL FOUNDATION PLANS 5HALL BE 13Y OTHERS. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, 5TEEL BEAM, HOOD P05T 5IZE5, AND • DIMEN5ION5. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY E6RE55: NINDON5 5HALL COMPLY WITH 6OVERNIN6 FIRE 4 BUILDING GODE5. MAXIMUM SILL HE16HT OF E6RE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW NELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN5ION5 OF NELL 5HALL BE 36'06" MINIMUM N/ LADDER AT E6RE55 NINDON5. 5. DROP TOP OF FOUNDATION AT PORCH 5TOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. S. HANDRAIL q. NSA 10. NSA 11. NSA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL HIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16, FLOOR DRAIN 11. BEAM POCKET IS. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" 6YP5UM BOARD ON NALL5, UNDER STAIR 5URFAGE, AND ON 5OFFIT5 OF ENGL05ED AGGE551BLE 5PAGE UNDER 5TAIR5. - z 0 Lu m wZN Z<� _ �!� a¢S Poo aoa <o CoQ Z ws4 �TyU, Q � O ova a4✓Si wok 4a669064�09px LL 0Ap"., � ~ ani a y N '" eh IIIIIIIIIIIIII BB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION BIRCH - R16HT Lot 61 Birch - Plan 1832 1.1 U BmR ®®eer'si'irrr O O O O N .� N P., Lm C) ti 1�- 1` O O O CU ti J N — M CNS. UJ LL - O ) � C6 C6 CU e— CU C M = d- IIIIIIIIIIIIII BB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION BIRCH - R16HT Lot 61 Birch - Plan 1832 1.1 U BmR CL GOMMONHALL i GOMMONHALL I 22'-0" 4'-10" I6'-10" 4 II II I III - II II Iii r O(Y I ! -0'-3 1/2" `h II I I II I II II r----—___ Ir— J FEW L---_—.._.--------------------------------- 01-011 -______--------_ ......._---____— 0'-0" I II it II it II II II III III it III II II II II II II II III III II II II III II II II II II II I! i i it 3 1/2" CONCRETE 5LAB (PER I L-------_ 5TRUGTURAL) OVER 6 -MIL. VAPOR I -------- 1 1 BARRIER OVER GLEAN GOMPAGTED I 501L. BUILDER TO PROVIDE I c�T TERMITIGIDE TREATMENT TO 36" MIN. -' ABOVE FINISH FLOOR I III II \ III II I L I I! i �JJIII i *01-011 I I II � III II !! II I r---- - I) II II II II II II III _ III ly it II i II 1133/" = II 4 II `'-100/4" S'-1Oy2" 21-61 6'42/" ! ! I I !PROVIDE LIN !FOR IGEMAK R o ! ! II i II II I ! REF. II OOI �x� I II ! SINK N/ 015P. ON ! ! 6A5 I I I IIII RANGE ! ! II II II II II -Q II III O O n III II II II II 4 ---------- F --------_, I I 11'-1134" 11 I I II I ! LD E-1 ! II III =N II III I II U- I I II I III I r_ I I II II I I PED. � II II cz I ill I i I II ii' -11% 2'- � 0'-0.'-J I I F I I I I I I ! O' -O" I �pi�- 3 ! —O I I I - 0'-011 5LAB GUT OUT I _ _ I I m I I I I I TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER GOMMUN11Y 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE & GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAHIN65. G. 5LAB ON GRADE FLOOR CON5TRUGTION: MONOLITHIC, CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL HINDOH5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEOROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. OIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HE16HT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: V -O" A.F.F @ q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® V-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANIGAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONOITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUO, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE BY OTHERS. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLAN5 FOR 5TEEL COLUMN, STEEL BEAM, HOOD P05T 51 ZE5, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY E6RE55: NINDOH5 5HALL COMPLY WITH GOVERNING FIRE 4 BUILDING CODE5. MAXIMUM SILL HEIGHT OF E6RE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4, WINDOW HELL A5 5PEGIFIED BY BUILDER. GLEAR DIMEN51ON5 OF HELL 5HALL BE 36'06" MINIMUM H/ LADDER AT E6RE55 HINOOH5. 5. DROP TOP OF FOUNDATION AT PORCH 5TOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. NSA II. NSA 12. NSA 13. OPTIONAL 5 HIRE 5HELF LINEN 14. OPTIONAL HIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POGKET 10. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. I/2" 6YP5UM BOARD ON HALL5, UNDER 5TAIR 5URFAGE, AND ON SOFFITS OF ENGL05ED AGGE551BLE 5PAGE UNDER 5TAIR5. 2'-2" S'-0" 2'-2" 12'-4" 22'-0" I Slab Plan O 2' 4' 8' I/4" = I' -O" AT 22x34 1/5" = 1'-0" AT IIxI1 GOMMONHALL GOMMONNALL Traditional Elevation 2249-- -2254 et wZN T z Lq Q =zy N s ouso iA aoa Q Z<mo 0pQ LLJ W w 3 a °C LLQ a o zUa aQu�xS N .WW �o Mid 0 c 0 10 YI m O O' C mom E 0 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JIF DRAWN: ST CHECKED: -- 5LA13 PLAN TRADITIONAL ELEVATION REDHOOD - LEFT Lot 62 Redwood - Plan 1943 ,1 " 1 URmL \0 W' , O N ) N Lm P 1 '- C=)LO O CQ0 IIS- O —J N M to pJ r„ LJ.. O O U) N LOCQ -SR IT— M = CL BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JIF DRAWN: ST CHECKED: -- 5LA13 PLAN TRADITIONAL ELEVATION REDHOOD - LEFT Lot 62 Redwood - Plan 1943 ,1 " 1 URmL \0 W' , GOMMONWALL �k I 22'-0" 4" GOMMONWALL `. 4'-10" j---------- 1 II I III II O II I `p WC)._ LL `fl I I -0'-3 1/2" I II 1 J I II III III II II Ili ijl II II II II II II II II li i i it II II III it II II II II III � jl I/2" GONGRETE 5LAB (PER I I 1 1 5TRUGTURAL) OVER 6 -MIL. VAPOR 1 1 ARRIER OVER GLEAN GOMPAGTED III501L. BUILDER TO PROVIDE RMITIGIDE TREATMENT TO 36" MIN. 71 ROVE FIN15H FLOOR N II - II Iii m ii III III rr - JJ II N it II III ``J i i I II II II II II II I I II SII II II II II II II li i i it it II II II II 8'-5V2 2'-6.' 10-834" 334" I I ROVIDE LINE 1 1 FOR IGEMAKER II � II II � II 1 1 N- II d II Iii 1� I o o o REF.LL l II DW 51NK W/ 015P. I I II 6A5 i I ii RANGE r II II II n n II III n O O II III r--------- 6- 4/1 --------IS'_4/1 /4" i i 1'-113�4i'I'-`1" 12" 5V2" II II II LLQ L 7 I II I -111/211 N I II li i �I II ail - I I III I I� II I Iii u PED. II ii I 0'-0" 4/14" ''-113/41 I I I I 1 -0'-31/2"= O d I �u u-________: 6'-0" I GOMMONWALL CE 5LAB GUT OUT 2'-2" 8'-0" 12'-4" 22'-0" 2'-211 I. TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIG GONCRETE 5LAB OVER VAPOR r zap BARRIER. REFER TO 5TRUGTURAL N EN6INEERIN6 DRAWIN65, TYP. 0)iL WINDOWS: c0 0z A. ALL WINDOW5 5HALL GOMPLY WITH o cn a� MINIMUM 5TANDAR05 OUTLINED IN 0 N APPLICABLE RE5. GHEGK5. U) aQ< B. WINDOW SUPPLIER TO VERIFY AT LEAST ui ONE WINDOW IN ALL BEDROOMS TO HAVE A QgS CLEAR EGRESS OPENING OF 5.-1 5Q. FT. o WITH MIN. DIMEN51ON OF 24" IN HE16HT AND w Zga 20" IN WIDTH; 51LL HEIGHT NOT GREATER N W THAN 44" ABOVE FLOOR. N G. TYPICAL WINDOW HEAD HEIGHT: S' -O" AFF ® q'-4" PLATE HEIGHT N.N.0) 7'-0" A.F.F ® 64' PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: "" ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5UBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. O F. HVAG: PROVIDE BAGK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H O 0 INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FAGS OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED.� M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 oil UNLE55 OTHERWISE NOTED.�E: FOUNDATION NOTES i. I. STRUCTURAL FOUNDATION PLANS SHALL BE 4*0O BY OTHERS. 5EE 57FRUGTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOWS SHALL COMPLY WITH 6OVERNIN6 FIRE 4 BUILDING GODE5. MAXIMUM 51LL HE16HT OF E6RE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 SPECIFIED BY BUILDER. GLEAR DIMEN510N5 OF WELL 5HALL BE 36"06" MINIMUM W/ LADDER AT EGRESS WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH 5TOOP. 6. LINE OF FRAMIN6 ABOVE. 1, LINE OF 5TOOP ABOVE. S. HANDRAIL q. NSA 10. NSA II. NSA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15, OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POCKET IS. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON WALL5, UNDER 5TAIR SURFACE, AND ON 5OFFIT5 OF EN61-05ED AGGE551BLE 5PAGE UNDER 5TAIR5. oOle, w Oo A AMC O O CV -� CV pi O Oca ti O J CV s J p O O C c/) c a N s` rr � L02 CL III"Y�RB' µ BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 I Slab P JOB N0: 02J14020 PROJ MGR: JF I. DRAWN: ST CHECKED: 5LAB PLAN O 2' 4' S' TRADITIONAL ELEVATION 1/4" = 1'-0" AT 2204 REDWOOD - R16HT 1/8" = 1'-0" AT IIxI1 GOMMONWALL �k Lot 59 TrwiRinnni Elevation Redwood -Plan 1943 <r d- m GOMMONWALL Ct 221-4" 15'-2" � I I II I III I II I II I II I II I II I III I II I II I II II I II I III I I) CV I I I o tY i I I I II III I II I II -0'- 1/2" I II I III I II _ II .01-011 =� T II 3 1/2" GONGRETE 5LAB (PER O I 5TRUGTURAL) OVER 6 -MIL VAPOR m I I BARRIER OVER GLEAN GOMPAGTED 501L. BUILDER TO PROVIDE j TERMITIGIDE TREATMENT TO 36" MIN. ABOVE FIN15H FLOOR I II I 111 I II I II I II I II I II 1 III = $ 0'-0" I i II I II II J II II II 1/2" II III O' -O" 1 1 'E I/S" FOOT IL --------JI I II iil F ---- 10'- 12" 21_611-1'-Oy211Li PROVIDE LINE ----- FOR -- FOR IGEMAKER -----o o o -717 II 0 El /X\ -- -2x_ WALL EIG_—� REF. SINK W/ 015P. DW C II II Q II O II I � =ii N � L, m 6A5 O 1 1 ------ -' RANGE I n II O O $ 0'-Ou I I CVI 71 II jl - '-5 1/2" Q PED. i N I O I I I I 5-15/4"17-1q 4 2'-1"l 4/2 ' I 512° II I I I 11 II I II I II I II I II I I I 11 II I 0'-0" ° p I I 11 ---___J L__ _ _----_-- __ = _ w_ c II c==a =___------------_ _ I I I I 11 I II I I I II I I I I 5LAB GUT OUT 01_011 I I I r----------------------� 2'-2" I6'-0" 41-211 22'_4" GOMMONWALL CE TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUCTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR 6ON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRU6TURAL EN6INEERIN6 DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E61RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: S' -O" A.F.F @ q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F @ S'-1" PLATE HE16HT N.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. FOUNDATION NOTES 1. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE BY OTHER5. 5EE STRUCTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, STEEL BEAM, WOOD P05T 5IZE5, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: HINDOV45 5HALL COMPLY WITH 6OVERNIN6 FIRE 8 BUILDING GODE5. MAXIMUM 51LL HE16HT OF E6RE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL 5HALL BE 36 x36 MINIMUM W/ LADDER AT E6RE55 WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF 5TOOP ABOVE. a. HANDRAIL q. NSA 10. NSA 11. NSA 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POCKET 18. LINE OF 5LAB ABOVE. Iq, PROVIDE MIN. 1/2" 6YP5UM BOARD ON WALL5, UNDER STAIR 5URFAGE, AND ON 5OFFIT5 OF ENGL05ED AC(E551BLE 5PA6E UNDER 5TAIR5. Slab Plan O 2' 4' 8' 4 1/8" = I' O" AT 121x17 � r O WZ� za�u 04 Lm Cly ti O 0rLOO Jrl 07 C-4 N = M pu5o JJ rl�- LL - O aoa � O C/) C c134-0 4m z !` T Ca0 CL 0 N O9� cn 4 a w w F- °C wsa o�R R D W zoo no v= No 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 63 Traditional Elevation I Willow Plan 2059 O N 04 Lm Cly ti O 0rLOO Jrl C-4 N = M co JJ rl�- LL - O O C/) C c134-0 N !` T Ca0 CL 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5LAB PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 63 Traditional Elevation I Willow Plan 2059 Ct GOMMONWALL 22'-4" 11 L 15'-2" V 1'-2" L I r- — — — — — — — — — — — — -- — — — — — — — — — --- - ---- - - - - - - - - - LL II I III I — II I II I II I II I II I III I II II II I II I II I III I II I - II I � j N ~O III I LU O I I I LL II I t! Q. II I II I III I II I II I II I -0'-3 1/2" II I III I II I — L__J II = O'-0" III II O 3 1/2" CONCRETE 5LAB (PER m 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED 501L. BUILDER TO PROVIDE TERMITICIDE TREATMENT TO 36" MIN. ABOVE FIN15H FLOOR I III I II I II I I II I I I► � I I 0'-0" it n I — II � II II ~ -0'- 1/2" II II III II 0'-0" / SLOPE 1/S" `---------J I r---------PERFOOT� III II I II II I I u I "-0)/2" -0/2 2'-6" 10_ 211 L----� 4 112 -3 PROVIDE LINE 00 �0 ��----- FOR IGEMAKER II \x/ 10� ��x6 i DW SINK W/ 015P. �F• II II ii O ii o I Li 6A5 l i iRANGE -� - ----- I I 0'-0" O OIL IiiPED. o -0'-5 1/2" • CV - I li V12 2'-1" I q'-$/4" _$4 5_-13/4 I'-3" 1'-11' ,-V 11 I� I I I I I II I I cz I g +0 I � N I i I I I I II I I I I I II I I I I I I 0'-0" 5LA13 GUT OUT I I 4'-2" 16'-0" 2'-2" 22'-4" CE GOMMONWALL <r d- 1 ASSEMBLIES: C=) A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 04 STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: 1`— MONOLITHIC CONCRETE SLAB OVER VAPOR et O O OLO J N O BARRIER. REFER TO STRUCTURALN — M Cfl ca J � ' a s EN6INEERIN6 DRAWIN65, TYP. O a 006 WINOOW5: C cu Q a a A. ALL WINOOW5 SHALL COMPLY WITH c cn MINIMUM 5TANDARD5 OUTLINED IN 0 oo� APPLICABLE RE5. GHEGK5. c/)a a B. WINDOW 5UPPLIER TO VERIFY AT LEAST 6jw , Wsq ONE WINDOW IN ALL BEDROOM5 TO HAVE A Q ��� CLEAR E6RE55 OPENING OF 5.150. FT. O WITH MIN. DIMENSION OF 24" IN HEIGHT AND w Zoe: a� 20" IN WIDTH; SILL HE16HT NOT GREATER W THAN 44" ABOVE FLOOR. N o G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® W-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 6-1" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONOITION5; is CONTRACTOR TO VERIFY. I F. HVAG: O PROVIDE BACK DRAFT DAMPERS ® DRYER ic VENT, HOOD VENT, 8 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H O IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 0E6REE5 UNLE55 OTHERWISE NOTED. E"" FOUNDATION NOTES L >14 I. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE O BY OTHERS. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLAN5 FOR 5TEEL COLUMN, 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY E6RE55: WINDOWS 5HALL COMPLY WITH 60VERNIN6 EIRE $ BUILDIN6 CODES MAXIMUM SILL HEIGHT OF E6RE55 ' 'ym% WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL 5HALL BE 36"06" MINIMUM W/ LADDER AT E61;ZE55 WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. S. HANDRAIL q. N\A 10. NSA 11. N\A 12. NSA 13. OPTIONAL 5 WIRE SHELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 11. BEAM POCKET I8. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" 6YP5UM BOARD ON WALL5, UNDER STAIR 5URFAGE, AND ON 5OFFIT5 OF ENGL05ED AGGE55IBLE 5PAGE UNDER 5TAIR5. Slab Plan IM BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN; ST CHECKED: -- 5LAB PLAN O 2' 4' 8' TRADITIONAL ELEVATION I/S" = 1'-0" AT 12WILLOW -RIGHT 1x1 4 Lot 58 Traditional Elevation- Willow -Plan 2059 Al A UW=R 225 C=) 04 CN 1`— O O OLO J N O CV — M Cfl ca J � O ) C cu IM BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN; ST CHECKED: -- 5LAB PLAN O 2' 4' 8' TRADITIONAL ELEVATION I/S" = 1'-0" AT 12WILLOW -RIGHT 1x1 4 Lot 58 Traditional Elevation- Willow -Plan 2059 Al A UW=R 225 c S cl, G W G. G WILLOW - L ELEVATION = +0'-0" REDWOOD - L ELEVATION = +0'-0" BIRCH - Al - R ELEVATION = +0'-0" BIRCH - A - L ELEVATION = +0'-0" Main Floor Plan - 0 4' S' 16' 1'-0" AT 2204 1/I6" = 1'-0" AT UP REDWOOD - R ELEVATION = +0'-0" WILLOW - R ELEVATION = +0'-0" Traditional Elevation- �' wzvi w �ZJ p Q 5 N91 C) Xw< G Z4m� O N c� a W �s#a W w Q cr Es = G o"� a�5� W N o D s� N - 4cr) 191 wag 0 q 0 10 1`9 W 10 I�I I.' i i O IAEA i. +4j X 4, V Biu apo®00SN �.� ' p � • :.lam a •(y/' u� m l� 4 /Yo C= Cj Cy 2 !.�". cQ • 00- Z c) Lim O L 0 O 0 N 04 r` r -.— C:) O O ca LO O O jN M CV = Cfl ca J I` O p C c/) cu C T— .CU U-) BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- E V o G GE WILLOW - L ELEVATION = +0'-0" REDWOOD - L ELEVATION = +0'-0" BIRCH - Al - R BIRCH - A - L ELEVATION = +0'-0" ELEVATION = +0'-0" Ut) er Floor Pian O 4' 8' 16' 1/8" = I0 .AT 22x34 1' - REDWOOD - R ELEVATION = +0'-0" �, 0, WILLOW - R ELEVATION = +0'-0" Traditional Elevation- d' w�vi w C2 J pas N O ON a a Ln O Z rc�= amt 0 z W LU w3a Wb Z Z' co) HE 0 O10 L icW 4*0 �®�®®�1OINiRI/pp®®r ��,®'0e �W�tl•tl®tlOctl®®pV�� �� � tltl �,' tla .m �4 eett cv, 41 " ®� #-* ,Ertl aw 2 f1.'.1 ++ r� ✓ `t�4tltltltlmtl° � �°� � c QD O O O O N CN L `f) C6 o O J� = M N CO ,U JP. O Ocn cu c .� O nnuNl NNIINU1I�NI BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- UPPER FLOOR PLAN LOT 58-63 A2m2B=6 2 2 CA V -W P. i Ct COMMONAALL 22'-0" �- GOMMONAALL Main Floor Plan O 2' 4' 8' •�J I/8" = 1'-0" AT 1I 4 xI1` CL GOMMONAALL CL GOMMONWALL SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL 40. MAIN FLOOR 834 UPPER FLOOR UPPER 118 OTAL 1832 FIN15H. 241 PORCH 68 LANAI 102 BALCONY 61 PORCH RAIL, 5EE ELEVATION. 35. TOTAL 2312 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF c;0N5TRUGTI0N: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR G0N5TRUCTI0N: FIN15H FLOORING ON 3/4" T0N6UE 6 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JO15T5 A5 NOTED ON STRUGTURAL DRAHIN65. G. SLAB ON 6RADE FLOOR G0N5TRUGTI0N: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUGTURAL EN6INEERIN6 DRAWIN65, TYP. AIND0A5: A. ALL AIND0N5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6REf 5 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" =ABOVE FLOOR. G. TYPIGA.L WINDOW HEAD HEIGHT: 8'-0" A.F.F @ q'-4" PLATE HE16HT N.N.0) I'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECT !GAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT I$ METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITI0U5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN510N5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 0THERAI5E NOTED. M. ALL ANGLED PARTITI0N5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES: THE F0LL0NIN6 KEYN0TE5 REFERENCE THE 5YMB0L5 A5 5H0NN ON PLANS: I. IF RAILIN6 / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE SPACED SUGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILING/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL L0GATI0N5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN P051TI0N. 3. (2010 FRG 5EGTI0N 311) FOR STAIR REQ. 4. 5L0PE 6ARA6E FLOOR 1/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR 0PENIN6. 5. FIREPLACE, A5 SPEGIFIED BY BUILDER. INSTALL PER MANUFAGTURERS SPECIFICATIONS. ALL FACTORY BUILT FIREPLAGE5 5HALL COMPLY WITH LOCAL G0DE5 6. 2X4 LON WALL 30"A.F.F. 1. SINK A/ (.;ARBA6E DISPOSAL 8. D15HAA5HER q. RANGE 10. GOOK TOP 11. OVEN 12. REFR16ERAT0R SPAGE. 13, PANTRY - (5) 16" D. SHELVES 14. PEDESTAL SINK 15. 42" X 12" GARDEN TUB I6. TILED 5H0AER W/ 6LA55 ENGL05URE, PER BUILDER 5PEG. 1-7. 42'1 TUB I8. 32" X 60" TUB/5H0NER Iq. LINEN SHELVES, 20. WASHER SPACE . 21. DRYER, VENT. 23. PROVIDE NDN-G0MBU5TIBLE PLATFORM ELEVATED IS" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. 25. SHELVING PER BUILDER 5PEG5. 26. ATTIC, AGGE55 (22"x32" U.N.0). Ai 21. ATTIC AGGE55 W/ STAIRS (22 1/2'1 U.N.O.). 28. 6YP5UM BOARD 0PENIN6 (5EE INTERIOR ELEVATIONS) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ELEVATIONS) 30. 6YP5UM BOARD LOW HALL, 38" A.F.F. N.N.0) 40. A/ MDF GAP. 31. 5OFFIT, REFER TO EXTERIOR ELEVATIONS FOR 42. HEIGHTS 4 ARCHITECTURAL DETAILS FOR 43. FIN15H. 32. PLANT SHELF, 5EE EXTERIOR ELEVATI0N5. 33. HALF WALL A/ WOOD GAP OR OPTIONAL LOW N HALL KITH RAILIN6 ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35. 36"x36" CONCRETE 5T00P. 36. 6x8 BEAM. 31. OPTIONAL UPPER GABINET5. 38. OPTIONAL GABINET5. 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED PER �r r PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF ERAMIN6 WALL BELOW. 42. 2X4 LOW WALL 42"A.F.F. 43. 2X6 LOW WALL 42" A.F.F. 44. 36"H. OPEN WOOD RAILIN6. 45. FOR ADDITIONAL NOTES 5EE GENERAL N0TE5 N ON TITLE SHEET 4 DETAIL5. 46. 18" X 36" X 2" ART NICHE 41, HORIZONTAL LAUNDRY CHUTE N ti 48. LOW HALL +42" A.F.F. Traditional O O O qq_ Uma rnZ c O Elevati c� n 4q. 6YP5UM BOARD ARCH ® 8'-O" TO 50. LON HALL 32 . A.F.F. 51. 30" A.F.F. COUNTER N/ DIAGONAL SUPPORTS 4 M WALL GLEATS, PER BUILDER 5PEG. 52. (90"X60" GARDEN TUB �r r O wzW zFo � N N ti ti O O O qq_ Uma rnZ c O J CV 04 M mon LL O O Z ) C �N ami 0 CU =Om o V U)��//1� 4 Q ui > W w5 f� <n NQ W 4�o N - (1) M�dO O Lm marm Lm O C 0' ' E04, -, irk 01 ' •� � e•% �a ►--- O °n"�N�u � IINIV BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- MAIN FLOOR PLAN TRADITIONAL ELEVATION BIRCH - LEFT ;v 1 4 - @ A p- I Lot 60 Birch - Plan 1832 2.1 UB=L w z O 04 � N Lm ti ti O O O Ca f� O J CV 04 M CO LL O ) C CU °n"�N�u � IINIV BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- MAIN FLOOR PLAN TRADITIONAL ELEVATION BIRCH - LEFT ;v 1 4 - @ A p- I Lot 60 Birch - Plan 1832 2.1 UB=L w z w O in Lo q GOMMONWALL (. GOMMONWALL I 22'-0" 11 2" 21'-8" 2' I I' -V2" 10'-6y2" q TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINI5H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR c BARRIER. REFER TO STRUCTURAL <S ENGINEERING DRAWIN65, TYP. cm WINDOWS. a o" A. ALL WINDOWS SHALL COMPLY WITH o z 0 MINIMUM STANDARDS OUTLINED IN 0 " APPLICABLE RES. GHEGK5. cn CoQ B. WINDOW SUPPLIER TO VERIFY AT LEAST W w wsa ONE WINDOW IN ALL BEDROOMS TO HAVE A a d- .r Ds_a CLEAR E6RE55 OPENING OF 5.150. FT. � <95'� � WITH MIN. DIMEN51ON OF 24" IN HEIGHTw a AND "i �J= 20" IN WIDTH; SILL HEIGHT NOT 6REATER N Q W W THAN 44" ABOVE FLOOR. N - o G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® b' -I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL W ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOGATION DUE TO FIELD CONDITIONS; no CONTRACTOR TO VERIFY. O F. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYER ,c VENT, HOOD VENT, 4 EXHAUST FANS. 0 12O 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, L AD U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF ma� GMU OR STUDS UNLE55 OTHERN15E NOTED. ' M. ALL ANGLED PARTITIONS ARE 45 DE6REE5r o , UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES p THE FOLLOWING KEYNOTES REFERENCE THE O SYMBOLS AS SHOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERSBE ®`e®`�`��'.� s/i'ee a 5PAGED 5UGH THAT A 4 SPHERE OT ®.•••••p®,�,� ee®� c� civ PA55 BETWEEN BALUSTERS. h:, p • ® e cti cr RAILING/HANDRAILS ARE TO BE ATA 34" � ?' :°w�, � LL •+p �, o MINIMUM TO 38" MAXIMUM HE16HT A.F.F., WITH `; �+ z RETURNS PER LOCAL GORE. RAILING AT a 0LU - v GUARDRAIL LOGATION5 TO BE AT 42 MINIMUM pa A �� o A.F.F. OPT. RAILING. "' ®• , °* �� 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN s °� •° P051TION �%�•••••.••••' 3. I0 FR6 4. SLOPE GARAGE I� FLOOR %8RPER STAIR REQ. 5TORR6E N o I TOWARD OVERHEAD GARAGE DOOR OPENING.` BIRCH - PLAN 1832 - TRADITIONAL ------------------------------------ II � 834 --------- II li i II 3'-II"3'-4" 3'-101V2" 3'_3)/2" it 3'-4" 3' -II" 1I I 3050 i5H 305015H 305C F5H 3050 5H 14� 102' BALCONY I Bedroom 3 TOTAL I GL6. FINISH. PLANT SHELF, SEE EXTERIOR ELEVATIONS. 8'-0" 33. I Bedroom 2 Upper , I �I'�IL �I �I�z IIIIIIIII�II� � � IIIII�I'lllll�llll I����u l�� � 34. = � _o �� 40. - O 2' ! c� 8' 41. LINE OF FRAMING WALL BELOW. cm I 3-10 51-111 42. I I I 43. N UPPER FLOOR PLAN I Omm t Immd � I NE TRADITIONAL ELEVATION - -011 I d!' N = = ---------- 25 FOR ADDITIONAL NOTES SEE GENERAL NOTES ----- 25 ON TITLE SHEET 4 DETAILS. q TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINI5H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR c BARRIER. REFER TO STRUCTURAL <S ENGINEERING DRAWIN65, TYP. cm WINDOWS. a o" A. ALL WINDOWS SHALL COMPLY WITH o z 0 MINIMUM STANDARDS OUTLINED IN 0 " APPLICABLE RES. GHEGK5. cn CoQ B. WINDOW SUPPLIER TO VERIFY AT LEAST W w wsa ONE WINDOW IN ALL BEDROOMS TO HAVE A a d- .r Ds_a CLEAR E6RE55 OPENING OF 5.150. FT. � <95'� � WITH MIN. DIMEN51ON OF 24" IN HEIGHTw a AND "i �J= 20" IN WIDTH; SILL HEIGHT NOT 6REATER N Q W W THAN 44" ABOVE FLOOR. N - o G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® b' -I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL W ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOGATION DUE TO FIELD CONDITIONS; no CONTRACTOR TO VERIFY. O F. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYER ,c VENT, HOOD VENT, 4 EXHAUST FANS. 0 12O 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, L AD U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF ma� GMU OR STUDS UNLE55 OTHERN15E NOTED. ' M. ALL ANGLED PARTITIONS ARE 45 DE6REE5r o , UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES p THE FOLLOWING KEYNOTES REFERENCE THE O SYMBOLS AS SHOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALUSTERSBE ®`e®`�`��'.� s/i'ee a 5PAGED 5UGH THAT A 4 SPHERE OT ®.•••••p®,�,� ee®� c� civ PA55 BETWEEN BALUSTERS. h:, p • ® e cti cr RAILING/HANDRAILS ARE TO BE ATA 34" � ?' :°w�, � LL •+p �, o MINIMUM TO 38" MAXIMUM HE16HT A.F.F., WITH `; �+ z RETURNS PER LOCAL GORE. RAILING AT a 0LU - v GUARDRAIL LOGATION5 TO BE AT 42 MINIMUM pa A �� o A.F.F. OPT. RAILING. "' ®• , °* �� 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN s °� •° P051TION �%�•••••.••••' 3. I0 FR6 4. SLOPE GARAGE I� FLOOR %8RPER STAIR REQ. 5TORR6E N o I TOWARD OVERHEAD GARAGE DOOR OPENING.` 2" 21'-8" 2" 22'-0" �- GOMMONWALL 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PI6IFIGATION5. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL GODE5 6. 2X4 LOW WALL 30"A.F.F. Lm 1. SINK W/ GARBAGE DISPOSAL 8. DISHWASHER O q. RANGE �! 10. GOOK TOP p 11. OVEN N 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES D N 14. PEDESTAL SINK 15. 42" X 12" 6ARDEN TUB C/) I6. TILED SHOWER W/ 6LA55 ENCLOSURE, PER I` BUILDER SPEC. j O Il. 42"x60" TUB 0 J N M 18. 32" X 60" TUB/SHOWER _ M � Iq. LINEN SHELVES J I,!- 20. WASHER SPACE - LL - 2I. DRYER, VENTqr 23. PROVIDE NON-GOMBU5TIBLE PLATFORM � ELEVATED IS" ABOVE 6ARA6E FLOOR FOR cc ELECTRIC WATER HEATER. LO Ca r � � 25. 5HELVIN6 PER BUILDER SPECS. 26. ATTIC AGGE55 (22"02" U.N.0). 21. ATTIC AG( E55 W/ 5TAIR5 (22 1/2"64" U.N.0). 28. GYPSUM BOARD OPENING (SEE INTERIOR VAI N) SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 834 UPPER FLOOR gg8y OT& 1832 6ARA6E 2481 PORCH 68 14� 102' BALCONY SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR 100 Main St. Suite 209 E231'2d TOTAL �VIIIII�I�IIIIIIIIIIIIIIIIIIIII�II'lhl�.: FINISH. PLANT SHELF, SEE EXTERIOR ELEVATIONS. BSB 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW Safety Harbor, Florida 34695 Upper , I �I'�IL �I �I�z IIIIIIIII�II� � � IIIII�I'lllll�llll I����u l�� � 34. PORCH RAIL, SEE ELEVATION. � 35. �� 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 42. " 2X4 LOW WALL 42 A.F.F. DRAWN: ST CHECKED: 2x I/4" = I' -O" AT 22x34 43. N. N UPPER FLOOR PLAN % 44. NE TRADITIONAL ELEVATION - -011 2" 21'-8" 2" 22'-0" �- GOMMONWALL 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PI6IFIGATION5. ALL FACTORY BUILT FIREPLACES SHALL COMPLY WITH LOCAL GODE5 6. 2X4 LOW WALL 30"A.F.F. Lm 1. SINK W/ GARBAGE DISPOSAL 8. DISHWASHER O q. RANGE �! 10. GOOK TOP p 11. OVEN N 12. REFRIGERATOR SPACE. 13. PANTRY - (5) 16" D. SHELVES D N 14. PEDESTAL SINK 15. 42" X 12" 6ARDEN TUB C/) I6. TILED SHOWER W/ 6LA55 ENCLOSURE, PER I` BUILDER SPEC. j O Il. 42"x60" TUB 0 J N M 18. 32" X 60" TUB/SHOWER _ M � Iq. LINEN SHELVES J I,!- 20. WASHER SPACE - LL - 2I. DRYER, VENTqr 23. PROVIDE NON-GOMBU5TIBLE PLATFORM � ELEVATED IS" ABOVE 6ARA6E FLOOR FOR cc ELECTRIC WATER HEATER. LO Ca r � � 25. 5HELVIN6 PER BUILDER SPECS. 26. ATTIC AGGE55 (22"02" U.N.0). 21. ATTIC AG( E55 W/ 5TAIR5 (22 1/2"64" U.N.0). 28. GYPSUM BOARD OPENING (SEE INTERIOR VAI N) SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 834 UPPER FLOOR gg8y OT& 1832 6ARA6E 2481 PORCH 68 LANAI 102' BALCONY SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR 100 Main St. Suite 209 E231'2d TOTAL kir -1 ELE T O 6YP5UM BOARD ARCH (SEE INTERIOR 36. ELEVATIONS) • 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR 100 Main St. Suite 209 HE16HT5 4 ARGHITEGTURAL DETAILS FOR '°` 32. FINISH. PLANT SHELF, SEE EXTERIOR ELEVATIONS. BSB 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW Safety Harbor, Florida 34695 Upper WALL WITH RAILING ABOVE. Floor Plan 34. PORCH RAIL, SEE ELEVATION. D E S I G N 35. 36"x36" CONCRETE STOOP. GOMMONWALL Elevation 48. LOW WALL +42" A.F.F. 4q. GYPSUM BOARD ARCH 8-0" TO 8-6° Birch -Plan 1832Trad■t■onal 50. LOW WALL 32 A.F.F. 51. 30" A.F.F. COUNTER W/ DIA60NAL 5UPPORT5 4A2.2UB=L WALL CLEATS, PER BUILDER SPEC. 36. 6x8 BEAM. www.Lisuuesign.com _ 31. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 38. OPTIONAL CABINETS. Safety Harbor, Florida 34695 Upper Floor Plan 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED PER PLAN) 813 265 4808 " 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 42. " 2X4 LOW WALL 42 A.F.F. DRAWN: ST CHECKED: 2x I/4" = I' -O" AT 22x34 43. 2X6 LOW WALL 42" A.F.F. UPPER FLOOR PLAN 1/8" = 1'-0" AT 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL NOTES BIRCH - LEFT ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE 4-1 HORIZONTAL LAUNDRY CHUTE LOt 6O GOMMONWALL Elevation 48. LOW WALL +42" A.F.F. 4q. GYPSUM BOARD ARCH 8-0" TO 8-6° Birch -Plan 1832Trad■t■onal 50. LOW WALL 32 A.F.F. 51. 30" A.F.F. COUNTER W/ DIA60NAL 5UPPORT5 4A2.2UB=L WALL CLEATS, PER BUILDER SPEC. CE COMMONWALL 22'-O" COMMONWALL ain Floor Plan O 2' 4' 8' I/4" = I' -O" AT 2204 I/8" = I'-0" AT IIxI1 CE GOMMONWALL CE GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTIQN: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOI5T5 A5 NOTED ON 5TRUCTURAL DRAWING5, G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APP IGABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT d METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FAGE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES: SQUARE FOOTAGES THE FOLLOWING KEYNOTE5 REFERENCE THE A WwYYI'WV I 5YMBOL5 A5 5HOWN ON PLAN5: 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL qq8 RAILING / GUARDRAIL BALU5TER5 TO BE 1832 5PAGED 5UGH THAT A 4" SPHERE CANNOT 24q PA55 BETWEEN BALU5TER5. -q%§k 68 RAILIN6/HANDRAIL5 ARE TO BE AT A 102 MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH - 61 RETURN5 PER LOGAL CODE. RAILING AT 35, GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM 2312 A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN 38. P051TION. 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. 4. 5LOPE GARAGE FLOOR I/8" PER FOOT iw V� TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. ' n I E I e v a t a 4q. INSTALL PER MANUFAGTURER5 50. 5PEGIFIGATION5. ALL FACTORY BUILT 51. FIREPLAGE5 5HALL COMPLY WITH LOGAL WALL GLEAT5, PER BUILDER 5PEG. GODE5 6. 2X4 LOW WALL 30"A.F.F. 1. 8. 51NK W/ 6ARBA6E 0I5PO5AL DISHWASHER q. RANGE 10. GOOK TOP II. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDE5TAL 51NK 15. 42" X -72" 6ARDEN TUB I6. TILED SHOWER W/ 6LA55 ENGLO5URE, PER BUILDER 5PEG. 17. 42 "x60" TUB 18. 32" X 60" TUB/5HOWER Iq. LINEN 5HELVE5 20. WASHER 5PAGE 21. DRYER, VENT 23. PROVIDE NON-COMBUSTIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATTER HEATER. 25. SHELVING PER BUILDER SPECS. Ai 26. ATTIC AGGE55 (22"x32" U.N.0). 21. ATTIC. AGGE55 W/ 5TAIR5 (22 1/2"1 U.N.0). 28. GYPSUM HOARD OPENING (5EE INTERIOR ELEVATION5) 2q. 6YP5U11 BOARD ARGH (5EE INTERIOR ELEV,ATION5) SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL A WwYYI'WV I MAIN FLOOR 834 UPPER FLOOR qq8 OTAL 1832 GARAGE 24q PORCH 68 LANAI 102 BALGONY 61 PORCH RAIL, 5EE ELEVATION. 35, OTA. 2312 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.0) A WwYYI'WV I W/ MDF GAP. 31. 50FFIT, REFER TO EXTERIOR ELEVATION5 FOR 41. HE16HT5 I$ ARGHITEGTURAL DETAILS FOR 42. 1=INI5H. 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW 45. WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35, 361 GONGRETE STOOP. 36. 6x8 BEAM. 31. OPTIONAL UPPER GABINET5. 38. OPTIONAL GABINET5. 3q. OPTIONAL GOFFERED GEILIN6 (A5 NOTED PER A WwYYI'WV I PLAN) 40. LINE OF FRAMIN6 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 5EE GENERAL NOTE5 ON TITLE 5HEET 6 DETAIL5. 46. 18" X 36" X 2" ART NIGHE 41. HORIZONTAL LAUNDRY CHUTE 48. LOW WALL +42" A.F.F. Tr a d iw V� ' t ' o n a ' n I E I e v a t a 4q. 6YP5UM BOARD ARCH ® 8'-O" TO 8'-6" 50. LOW WALL 32 A.F.F. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPORT 51. V Z 0 7) WALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB X1.4-224 v A WwYYI'WV I 01 Oaf >%1E WZ� z T o s=_ iw V� V Z 0 7) W) o zm O N KJ OJ F U5 a a W > w F- °C Ws am4 W o zo 4 a0 1 cn N - w�� o � d •e a �:,;• o w off, • " a -� ,-� ••�(e•ee•* 0 Lm Lm 0 O O N N L `)~ � O LO O Cc I* --M N J --- M CON LL O O C LO LO M O �I BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: MAIN FLOOR PLAN - Al TRADITIONAL ELEVATION BIRCH - RIGHT Lot 61 Birch - Plan 1832 2.1 U131 =R 2 254 a � z ♦r"te�a NV 3 A WwYYI'WV I 01 Oaf >%1E d •e a �:,;• o w off, • " a -� ,-� ••�(e•ee•* 0 Lm Lm 0 O O N N L `)~ � O LO O Cc I* --M N J --- M CON LL O O C LO LO M O �I BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: MAIN FLOOR PLAN - Al TRADITIONAL ELEVATION BIRCH - RIGHT Lot 61 Birch - Plan 1832 2.1 U131 =R 2 254 a � z ♦r"te�a NV 3 A Ce GOMMONNALL I 22'-0" 2" 10'-by2" 41 I I I I I I II I----- 11'-jl/2" --------------------- I I I I II 3' -II" 3'-4" 3'-3y2" 3'-10Y2" 3'-4" 1 305015H I Bedroom 3 =N I O N i - m I jl/2" 1�L■`l� illlllll ■�■ l,,y �• 3050 5H 30501 5H 8'-0" GL6. GOMMONNALL m -A2 w AG DEGK 11 _ 8'-0" GL6. r q'-O"GLC.- - - - - - - - - 3'-102" -1'- 5/V2" 4'-p2" 2'-4" I � I o Owners 2'-0 Suite TYP Lq' -O" TRAY GLC. -'/'2.. `/ 16'16'1 II' -8" 2 22'-O" ' Ct GOMMONNALL CL GOMMONNALL SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL 36. MAIN FLOOR 834 UPPER FLOOR qq8 OTAL 1832 6ARA6E 24q PORCH 68 LANAI 102 BALCONY 61 OTAL 2312 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC. CONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. NINDON5: A. ALL WINDOWS 5HALL 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 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT N.N.O.) 7'-0" A.F.F ® 8'-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT $ METERS ARE 5UBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 0E6REE5 UNLE55 OTHERN15E NOTED. FLOOR PLAN NOTES: 1I IL I VLLVI\II\V I�L11\V ILJ 1\L.1 LI�LI\VL 11 IL 5YMBOL5 A5 5HONN ON PLAN5: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / 6UARDRAIL BALU5TER5 TO BES 5PAGED 5UGH THAT A 4" 5PHERE CANNOT: PA55 BETWEEN BALU5TER5. RAIL INC/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" MINIMI A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. 4. 5LOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENING 5. FIREPLAGE, A5 5PEGIFIED BY BUILDER. IN5TALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL GODE5 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ 6ARBA6E DI5PO5AL 8. 015HWA5HER q. RANGE 10. GOOK TOP L OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16" D. SHELVES 14. PEDE5TAL SINK 15. 42" X-12" GARDEN TUB 16. TILED 5HONER IN 6LA55 ENGLO5URE, PER BUILDER 5PEG. Il. 42"x60" TUB I8. 32" X 60" TUB/5HONER Iq. LINEN 5HELVE5 20. WASHER 5PAGE 21. DRYER, VENT 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC, WATER HEATER. 25. 5HELVINC PER BUILDER 5PEG5. 26. ATTIC, AGGE55 (22"x32" U.N.O.). 21. ATTIC AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.O., 28. CYP5UM BOARD OPENING (SEE INTERIOR ELEVATIONS) 2q. 6YP5UM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30. 6YP5UM BOARD LOW WALL, 36" A.F.F. (U.N.O, N/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 F( HE16HT5 4. ARCHITECTURAL DETAILS FOR FIN15H. 32. PLANT SHELF, 5EE EXTERIOR ELEVATION5. 33. HALF WALL N/ WOOD GAP OR OPTIONAL LO! WALL WITH RAILING ABOVE. 34. PORCH RAIL, SEE ELEVATION. 35. 36"x36" GONGRETE STOOP. Trne iti o nal Elevation 48. LON WALL AR A.F.F. 4q. CYPSUM BOARD ARCH ®8'-O" TO 8'-6" et �Zw .- =a� o =_ to ` 01 dS o z ami 0pQ W W sga Q cr_ �• d- �" oN DN CS<�b w �$N N - Fte. O .0 Olo O110 r 0 E Vol >4 SII' , L cul O_ 'gl 104 z ®1111111// ®i w O 0 N � P-- O G O lim ti .� N - CM '*0 J � 0 O s= L C LO _ _ BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- UPPER FLOOR PLAN - Al TRADITIONAL ELEVATION BIRCH - RI6HT Lot 61 Birch - Plan 1832 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. GOUNTER W/ DIA60NAL 5UPPORA2.2UB1=R WALL GLEAT5, PER BUILDER 5PEG 52. 60"X60" GARDEN TUB 2 225 36. 6x8 BEAM. 31. OPTIONAL UPPER 6ABINET5. 38, OPTIONAL GABINET5. Upper r Pl n FIoOa 3q OPTIONAL COFFERED CEILING (A5 NOTED PE PLAN) 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 41. LINE OF FRAMIN6 WALL BELOW. 42. 2X4 LOW WALL 42"A.F.F. 4 m I/8" = 1'-0" AT 121x1-1 44. 36'H OPEN WOOD RAILING. 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTE ON TITLE 5HEET 8 DETAILS. 46. 18" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY GHUTE Trne iti o nal Elevation 48. LON WALL AR A.F.F. 4q. CYPSUM BOARD ARCH ®8'-O" TO 8'-6" et �Zw .- =a� o =_ to ` 01 dS o z ami 0pQ W W sga Q cr_ �• d- �" oN DN CS<�b w �$N N - Fte. O .0 Olo O110 r 0 E Vol >4 SII' , L cul O_ 'gl 104 z ®1111111// ®i w O 0 N � P-- O G O lim ti .� N - CM '*0 J � 0 O s= L C LO _ _ BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- UPPER FLOOR PLAN - Al TRADITIONAL ELEVATION BIRCH - RI6HT Lot 61 Birch - Plan 1832 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. GOUNTER W/ DIA60NAL 5UPPORA2.2UB1=R WALL GLEAT5, PER BUILDER 5PEG 52. 60"X60" GARDEN TUB 2 225 GOMMONWALL i GOMMONWALL I ain Floor Plan O 2' 4' 8' J4 1/8" = 1'-0" AT llxI1 ( COMMONWALL (t GOMMONWALL CL GOMMONWALL 22'-O" 4'-0" (. GOMMONWALL TYPICAL CONSTRUCTION ASSEMBLIES: 5HELVIN6 PER BUILDER 5PEG5. A. TYPIGAL ROOF GON5TRUGTION: 26. 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIE5, PER GOMMUN11Y 5PEG5) OVER ROOF ATTIC AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.0). 5HEATHIN6 AND ROOF FRAMIN6 PER 28. 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL 6YP5UM BOARD ARCH (5EE INTERIOR DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: ELEVATION5) 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.D) MONOLITHIC GONGRETE 5LAB OVER VAPOR W/ MDF GAP. BARRIER. REFER TO 5TRUGTURAL o 5OFFIT, REFER TO EXTERIOR ELEVATION5 FOR HEI6HT5 4 ARGHITEGTURAL DETAILS FOR ENGINEERING DRAWINGS, TYP. 32. FINISH. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WINDOW5: WALL WITH RAILIN6 ABOVE. 34. PORCH RAIL, 5EE ELEVATION. D E S I G N 35. A. ALL WINDOW5 SHALL GOMPLY WITH o z 6x8 BEAM. www.bsbdesign.com 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 38. MINIMUM 5TANDAR05 OUTLINED IN Safety Harbor, Florida 34695 0 OPTIONAL GOFFEKED GEILIN6 (A5 NOTED PER 813 265 4808 PLAN) 40. APPLICABLE RE5. GHEGK5. in 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 42. 2X4 LOW WALL 42"A.F.F. DRAWN; ST CHECKED: -- B. WINDOW 5UPPLIER TO VERIFY AT LEAST 2X6 LOW WALL 42" A.F.F. > ui 44. 36H. OPEN WOOD RAILIN6. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL NOTES REDWOOD - LEFT ONE WINDOW IN ALL BEDROOM5 TO HAVE A Q 46. 18" X 36" X 2" ART NICHE 47. HORIZONTAL LAUNDRY GHUTE Lot 62 CLEAR EGRE55 OPENING OF 5.150. FT. D Redwood - Plan 1943 6YP5UM BOARD ARCH @ 8'-O" TO 8'-6" 50. 51. LOW WALL 32�" A.F.E. 30" A.F.F. COUNTER W/ DIA60NAL 5UPPORT5 4 A2.1 UR=L WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND w 52. 60"X60" 6ARDEN TUB 2 2 "' 20" IN WIDTH; 51LL HE16HT NOT GREATER N V01 THAN 44" ABOVE FLOOR. N SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR "102 UPPER FLOOR 103"1 OTAL Ig41 GARAGE 240 PORCH 36 LANAI 102 BALGONY 8,2 O -K 2401 Upper Floor Plan O 2' 4' 8' I/4" = I' -O" AT 2204 I/8" = 1'-0" AT IIxl7 Y- GOMMONWALL (t GOMMONWALL G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" AFF ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F m 8'-1" PLATE HEI6HT (U.N.0) w E. ELECTRICAL: W ALL ELECTRICAL AND MECHANICAL w� EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; mov CONTRACTOR TO VERIFY. O F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. O 6. CEMENTITIOUS FIN15H IN5TALL PER LOCAL CODE. 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. ma '0 M. ALL AN6LED PARTITION5 ARE 45 DE6REE5 01 UNLE55 OTHERN15E NOTED. 'i >4E FLOOR PLAN NOTES: mi " qd �� THE FOLLOWING KEYNOTE5 REFERENGE THE �N I I SYMBOLS A5 SHOWN ON PLAN5: O I. IF RAILIN6 / GUARDRAIL 15 PROVIDED, ALL RAILING / 6UARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILIN6/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A F F WITH vi zH =S �ga wU F00 Awa ao CoQ Hzz OX oUy go � ra ww RETURNS PER LOCAL GODE. RAILIN6 AT GUARDRAIL L06ATION5 TO BE AT 42" MINIMUM �e`e�*� �� ��✓,. A.F.F. OPT. RAILIN6. ,e'A a��+Ru°•«•««•««,�"�� ��IA 2. LINE OF OVERHEAD GARAGE DOOR IN OPENIL .co 3. (2010 FRG 5EGTION 311) FOR 5TAIR REQ., 4. 5LOPE GARAGE FLOOR I/8" PER FOOTO e TOWARD OVERHEAD GARAGE DOOR OPENIN6.••• z 5. FIREPLACE, A5 5PEGIFIED BY BUILDER.' �► �' •«' IN5TALL PER MANUFACTURERS �i�as,��® ••••••..«••••+�a�°»� FACTORY 13UILT FIREPLAGE5 5HALLLGOMPLY WITH LOCAL �''�' GODE5 111 \ 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ 6ARBA6E D15PO5AL 8. DISHWASHER O q. RANGE 10. GOOK TOP p II. OVEN C) 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16" D. 5HELVE5 .(D CV 14. PEDE5TAL 51NK 15. 42" X 12" GARDEN TUB Cn 16. TILED 5HOWER Wl 6LA55 ENGL05URE, PERLm, BUILDER 5PEG. C U-) p 17. 42"x60" TUB O MIll p I8. 32" X 60" TUB/5HOWER _ M 0 Iq. LINEN 5HELVE5 J � 20. WA5HER 5PAGE ,� Ll._ 0 21. DRYER, VENT 22. OPTIONAL LAUNDRY 51NK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORMcl) cu dj ELEVATED 18" ABOVE GARAGE FLOOR FOR �. 6A5 WATER HEATER.� 0 24. HAN50N BOX 25. 5HELVIN6 PER BUILDER 5PEG5. 26. ATTIC, AGGE55 (22"x32" U.N.0). 27. ATTIC AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.0). 28. 6YP5UM BOARD OPENIN6 (5EE INTERIOR ELEVATION5) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ,. ELEVATION5) 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.D) W/ MDF GAP. 31. 5OFFIT, REFER TO EXTERIOR ELEVATION5 FOR HEI6HT5 4 ARGHITEGTURAL DETAILS FOR 32. FINISH. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILIN6 ABOVE. 34. PORCH RAIL, 5EE ELEVATION. D E S I G N 35. 36"06" GONGRETE STOOP. 36. 6x8 BEAM. www.bsbdesign.com 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 38. OPTIONAL GABINET5. Safety Harbor, Florida 34695 3q. OPTIONAL GOFFEKED GEILIN6 (A5 NOTED PER 813 265 4808 PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 42. 2X4 LOW WALL 42"A.F.F. DRAWN; ST CHECKED: -- 43. 2X6 LOW WALL 42" A.F.F. FLOOR PLAN 44. 36H. OPEN WOOD RAILIN6. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL NOTES REDWOOD - LEFT ON TITLE 5HEET 4 DETAIL5. 46. 18" X 36" X 2" ART NICHE 47. HORIZONTAL LAUNDRY GHUTE Lot 62 4q. Redwood - Plan 1943 6YP5UM BOARD ARCH @ 8'-O" TO 8'-6" 50. 51. LOW WALL 32�" A.F.E. 30" A.F.F. COUNTER W/ DIA60NAL 5UPPORT5 4 A2.1 UR=L WALL CLEATS, PER 13UILDER 5PEG. 52. 60"X60" 6ARDEN TUB 2 2 "' V01 GOMMONNALL C. 22'-0" GOMMONNALL 1� I Main Floor Plan O 2' 4' 8' I/4" = I' -O" AT 22x34 1/8" = 1'-0" AT IIxI1 GOMMONHALA GOMMONNALL �L GOMMONNALL t GOMMONNALL (t GOMMONNALL �k GOMMONNALL �- SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q02 UPPER FLOOR 1041 OTAL 1443 6ARA6E 240 PORCH 36 LANAI 102 BALGONY b2 M -k 2403 Utn)er Floor Plan O 2' 4' b' 1/4" = 1'-0" AT 22x34 1/6" = 1'-0" AT IIxI 1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TON6UE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAHIN65. G. SLAB ON GRADE FLOOR G0N5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. HINDOH5: A. ALL HINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.-i 5Q. �T. NITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® b' -I" PLATE HE16HT (U.N.0) E. ELEGTR16AL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT I$ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, I$ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL GODS. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE61REE5 UNLE55 OTHERN15E NOTED. FLOOR PLAN NOTES: # I tit I-ULLUINI U F t T NU 1= Kr--CKCNUt I r- 5YMBOL5 A5 5HONN ON PLAN5: I. IF RAILIN6 / GUARDRAIL 15 PROVIDED, ALL RAILING / 6UARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILING/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILIN6 AT GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILIN6. 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN P051TION. 3. (2010 FRG 5EGTION 311) FOR 5TAIR REQ. 4. 5LOPE 6ARA6E FLOOR 1/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENIN6. 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. IN5TALL PER MANUFAGTURER5 SPEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL GODE5 6. 2X4 LON HALL 30"A.F.F. 1. 51NK N/ GARBAGE 015PO5AL 8. 0I5HNA5HER q. RAN6E 10. GOOK TOP II. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16' D. 5HELVE5 14. PEDE5TAL 51NK 15. 42" X 12" GARDEN TUB I6. TILED 5HOHER N/ 6LA55 ENGLO5URE, PER BUILDER 5PEG. 11. 42 "x6D" TUB I8. 32" X 60" TUB/5HOHER Iq. LINEN 5HELVE5 20. HA5HER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE 6ARA6E FLOOR FOR 6A5 HATER HEATER. 24. HAN50N BOX 25. 5HELVIN6 PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.0). 21. ATTIC AGGE55 H/ 5TAIR5 (22 1/2"x54" U.N.0), 28. 6YP5UM BOARD OPENING (5EE INTERIOR ELEVATION5) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ELEVATION5) 30. 6YP5UM BOARD LON HALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR HE16HT5 I ARGHITEGTURAL DETAILS FOR FINISH. 32. PLANT SHELF, 5EE EXTERIOR ELEVATION5. 33. HALF HALL H/ HOOD GAP OR OPTIONAL LON HALL NITH RAILIN6 ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35. 36"06" CONCRETE STOOP. 36. 6x8 BEAM. 31. OPTIONAL UPPER GABINET5. 38. OPTIONAL GABINET5. 3q. OPTIONAL GOFFERED CEILING (A5 NOTED PER PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING HALL BELOW. 42. 2X4 LON HALL 42"A.F.F. 43. 2X6 LON HALL 42" A.F.F. 44. 36"H. OPEN HOOD RAILIN6. 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTES ON TITLE 5HEET 4 DETAIL5. 46. 18" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE 48. LON HALL +42" A.F.F. 4q. 6YP5UM BOARD ARCH ® 8'-0" TO 8'-6" 50. LON HALL 32�" A.F.F. 51. 30" A.F.F. COUNTER H/ DIAGONAL 5UPPORT5 8 HALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB -.2249 OVOID et WZw Z�� o =ZS N a rn 0 o05Q ao o z� O "per o :� F 6 W W U5< �o � gV£ 0 �o 8 0>R, ma L. n L 0 lllll v vGO �ojlJl ���, •.•.. /� �o Aye oo Cq 8%" r • ••Oct� 0 z o 0 h_, �qh, • -i 00 000 00 40 Lm /®/II�AI1 1 Lm '.� 0 O O N C/) ~ Lm ti q j O O JP-- X37 � - M N O Co LL ti 0 LL U 2 v- C O - - ""�w BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT Lot 59 Redwood - Plan 1943 A2.1 UR=R i 40 _ Lanai N 2880 q'-4" GL6. IJP _ < 1 e� 21-1011 3 8 3 8 41-511 m1-511 dJ � 1 5H 26 5H 26 TEMP.5H 26 C I I I � ❑ I i Family El 5-3� �, o q'-4" GL6. 1 41 1 16'-O" 1'-8" - I m O ,i $ - - ---- --- ---------- Cafe Cafe; m q'-4" GL6. Q ; (V ° 61-611 814/2" Sy2" 342" I 2 6y2 I - LON HALL +34 1/2" 12 1 GOUNTERTOP= I _ O +36 -'�--�i--- --- 5-JUR- I --- I= 8 x ='? Kitchen V lE°E] q'-4" GL6 3'-I j1/2 7 I 6'-10" 2 _�2 2'-�y2: 5.IUR- .IUR- a 13 I Pantr � - 28 -q - - q' -O" GL I �r --- - D.H.G. O NO -- O.H.G. 13 ---- - --25 - - - - ; I N I 1 p 562880 OREN 1 A: _ � q'-4" GL6. IUR 1 -------- 1 -Car Game 9 k'28 O.H.G. 1 q'-4" GL6. er 14 ® - 00 q'-4" L�i �e Powder �o q'-4" GL6- f� 1 1 0 I I I I o m I Porch I I FX 1/2 34 I 1 1 C) _ OVAL 2 TEMP. ° 8070 OGD L1 I Main Floor Plan O 2' 4' 8' I/4" = I' -O" AT 22x34 1/8" = 1'-0" AT IIxI1 GOMMONHALA GOMMONNALL �L GOMMONNALL t GOMMONNALL (t GOMMONNALL �k GOMMONNALL �- SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR q02 UPPER FLOOR 1041 OTAL 1443 6ARA6E 240 PORCH 36 LANAI 102 BALGONY b2 M -k 2403 Utn)er Floor Plan O 2' 4' b' 1/4" = 1'-0" AT 22x34 1/6" = 1'-0" AT IIxI 1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TON6UE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAHIN65. G. SLAB ON GRADE FLOOR G0N5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. HINDOH5: A. ALL HINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR EGRESS OPENING OF 5.-i 5Q. �T. NITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® b' -I" PLATE HE16HT (U.N.0) E. ELEGTR16AL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT I$ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, I$ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL GODS. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERHI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE61REE5 UNLE55 OTHERN15E NOTED. FLOOR PLAN NOTES: # I tit I-ULLUINI U F t T NU 1= Kr--CKCNUt I r- 5YMBOL5 A5 5HONN ON PLAN5: I. IF RAILIN6 / GUARDRAIL 15 PROVIDED, ALL RAILING / 6UARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILING/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILIN6 AT GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILIN6. 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN P051TION. 3. (2010 FRG 5EGTION 311) FOR 5TAIR REQ. 4. 5LOPE 6ARA6E FLOOR 1/8" PER FOOT TOWARD OVERHEAD GARAGE DOOR OPENIN6. 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. IN5TALL PER MANUFAGTURER5 SPEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL GODE5 6. 2X4 LON HALL 30"A.F.F. 1. 51NK N/ GARBAGE 015PO5AL 8. 0I5HNA5HER q. RAN6E 10. GOOK TOP II. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16' D. 5HELVE5 14. PEDE5TAL 51NK 15. 42" X 12" GARDEN TUB I6. TILED 5HOHER N/ 6LA55 ENGLO5URE, PER BUILDER 5PEG. 11. 42 "x6D" TUB I8. 32" X 60" TUB/5HOHER Iq. LINEN 5HELVE5 20. HA5HER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE 6ARA6E FLOOR FOR 6A5 HATER HEATER. 24. HAN50N BOX 25. 5HELVIN6 PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.0). 21. ATTIC AGGE55 H/ 5TAIR5 (22 1/2"x54" U.N.0), 28. 6YP5UM BOARD OPENING (5EE INTERIOR ELEVATION5) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ELEVATION5) 30. 6YP5UM BOARD LON HALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR HE16HT5 I ARGHITEGTURAL DETAILS FOR FINISH. 32. PLANT SHELF, 5EE EXTERIOR ELEVATION5. 33. HALF HALL H/ HOOD GAP OR OPTIONAL LON HALL NITH RAILIN6 ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35. 36"06" CONCRETE STOOP. 36. 6x8 BEAM. 31. OPTIONAL UPPER GABINET5. 38. OPTIONAL GABINET5. 3q. OPTIONAL GOFFERED CEILING (A5 NOTED PER PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMING HALL BELOW. 42. 2X4 LON HALL 42"A.F.F. 43. 2X6 LON HALL 42" A.F.F. 44. 36"H. OPEN HOOD RAILIN6. 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTES ON TITLE 5HEET 4 DETAIL5. 46. 18" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE 48. LON HALL +42" A.F.F. 4q. 6YP5UM BOARD ARCH ® 8'-0" TO 8'-6" 50. LON HALL 32�" A.F.F. 51. 30" A.F.F. COUNTER H/ DIAGONAL 5UPPORT5 8 HALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB -.2249 OVOID et WZw Z�� o =ZS N a rn 0 o05Q ao o z� O "per o :� F 6 W W U5< �o � gV£ 0 �o 8 0>R, ma L. n L 0 lllll v vGO �ojlJl ���, •.•.. /� �o Aye oo Cq 8%" r • ••Oct� 0 z o 0 h_, �qh, • -i 00 000 00 40 Lm /®/II�AI1 1 Lm '.� 0 O O N C/) ~ Lm ti q j O O JP-- X37 � - M N O Co LL ti 0 LL U 2 v- C O - - ""�w BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT Lot 59 Redwood - Plan 1943 A2.1 UR=R m 7'-211 5'-10" GOMMONWALL 22'-4" 22'-2" 2 15'-0" 4'-3" 3'-8" 3'-8" mI 5H 26 5H 26 5H 26 au _ I 31 I Lanai q'-4" GL6. I a� I I I Great Room q'-4" GL6. o I N F � I O O I � i N m Cafe I q'-4" GL6. 5.2UW- N d- I 3 I z N I 2'-0" 33 N �I I d- N i 3080 LOW WALL +34 1/2" - - 77 gi, . _j �- � 13 _ GOUNTERTOP 2468 p +36" -- PaWv-a� O Oo o o i G x � i 7 8 Wt. 3'-q%2" 7 _01 4'-01V2 _ Kitchen B I q -4 GL6 2880 N HW --------- -------- der O.H.G. O O.H.G. "N N pm q'-4" GL6 14 co cV Office 1 101 101 Office 2 m O � I L RY INTERIOR D BEARINGN WALL53040 5H 40 SH 6'-8" H.H. '-8" H.H. `y I a� 2� 3_3� 3_0 1_q Display Room DROP DOWN O I TEMP.5OFFIT Sales Offic q'-4" GL6. TEMPORARY EXTERIOR D �q NON LOAD BEARING o IN5ULATED WALL m I 40 L--------- - --� 5.2UW- 2'-2" " II' -10" 2'-1" 4'-O" 221-211 2-1 Main Floor Pian- o 2' 4' 8' 22'-4" 1/4" = 1'-0" AT 2204 I. GOMMONWALL CE GOMMONWALL CL SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL 41. MAIN FLOOR 770 UPPER FLOOR 128q 0TAIL 205q 5ARA6E/5ALE5 OFFICE 458 PORCH q LANAI q3 30" AFF GOUNTE12 W/ DIAGONAL SUPPORTS A 36. OTAJ. 2619 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY HITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 5'-0" A.F.F ® q'-4" PLATE HE16HT N.N.0) 1'-0" A.F.F @ S' -I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METERS ARE 5UBJECT TO RELOCATION DUE TO FIELD GONDITION5; _ CONTRACTOR TD VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. FLOOR PLAN NOTES: THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 A5 5HOWN ON PLANS: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / 6UARDRAIL BALU5TER5 TO BE 5PA6ED SUGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILING/HANDRAILS ARE TO BE AT A 34" MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURN5 PER LOCAL CODE. RAILIN6 AT GUARDRAIL LOGATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN P051TION. 3. (2010 FRG 5EGTION 311) FOR 5TAIR REQ. 4. SLOPE GARAGE FLOOR I/8" PER FOOT TOWARD OVERHEAD 6ARA6E DOOR OPENING. 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. IN5TALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 5HALL COMPLY WITH LOCAL CODE5 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ 6ARBA6E D15PO5AL S. 015HWA5HER q. RANGE 10. GOOK TOP 11. OVEN 12. REFRIGERATOR 5PAGE. 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDESTAL SINK 15. 42" X-12" GARDEN TUB I6. TILED SHOWER W/ 6LA55 ENGL05URE, PER BUILDER SPEC. 17, 42"x60" TUB I8. 32" X 60" TU5/5HOWER Iq. LINEN 5HELVE5 20. WASHER 5PAGE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORM ELEVATED 18" ABOVE 6ARA6E FLOOR FOR 6A5 WATER HEATER. 24. HAN50N BOX 25. SHELVINC6 PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.0). 21. ATTIC AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.O.). 28. 6YP5UM BOARD OPENING (5EE INTERIOR ELEVATION5) 2q. GYPSUM BOARD ARCH (5EE INTERIOR ELEVATION5) 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR HEIGHT5 4 ARCHITECTURAL DETAIL5 FOR FIN15H. 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW WALL WITH RAILING ABOVE. 34 PORCH RAIL 5EE E ENATION m 41. HORIZONTAL LAUNDRY CHUTE Traditional L 48. LOW WALL +42" A.F.F. ARCH ®8'-°" TO 8'-6" N Z a'cyi 35. 36"x36" CONCRETE STOOP. a 51 30" AFF GOUNTE12 W/ DIAGONAL SUPPORTS A 36. 6x8 BEAM. - N 31. OPTIONAL UPPER GABINET5. N 38, OPTIONAL GABINET5. U er Floor Plan 3q. OPTIONAL COFFERED CEILING (A5 NOTED PER PLAN) ou$o Ln o 40. LINE OF FRAMING ABOVE. D 2' 4' 8' 41. LINE OF FRAMING WALL BELOW. w< 42. 2X4 LOW WALL 42"A.F.E. 1/4" = 1'-0" AT 2204 43. 2X6 LOW WALL 42" A.F.F. c - I/8" - I'-0" AT Ilxl7 44 36"H OPEN WOOD RAILING 45, FOR ADDITIONAL NOTE5 SEE GENERAL NOTES ON TITLE SHEET 4 DETAILS. 46. IS" X 36" X 2" ART NICHE GOMMONWALL CE 41. HORIZONTAL LAUNDRY CHUTE Traditional E 48. LOW WALL +42" A.F.F. ARCH ®8'-°" TO 8'-6" N Z a'cyi 50. LOW WALL 2�A..F a 51 30" AFF GOUNTE12 W/ DIAGONAL SUPPORTS A WALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB X249•--,#142254; OVOID � t� N Z a'cyi a O N N oQs N ou$o Ln o O O OJ ca t� rn w< M zm� - O c J O l0p� V/ O w 21 � U Q > ca rG L¢`z 8p�J< p QWry� LL 1/ . U gisRW D ��o N M (1) Y O O Lm C i W ®roNsae.®e•v�y //�� .� � atit% mss, N 1Z �a g ®; y..5 - - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 63 Willow -Plan 2059 2.1 UW=L a O N N O O OJ ca t� rn M N - O c J O O w 21 � O LO r ca rG - - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: FLOOR PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 63 Willow -Plan 2059 2.1 UW=L ' Y GOMMONWALL CE GOMMONWALL =1oor Plan 8' 1/4" = 1'-0" AT 22x34 1/6" = 1'-O" AT IIxI7 cL COMMONWALL SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL A NOD MAIN FLOOR -7-10 UPPER FLOOR 12&q 3BTarAL 205q 5ARA6E 458 PORGH q LANAI q3 OTAL 2biq Ut)Der Floor Plan O 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/6" = 1'-0" AT IIxI1 ` GOMMONhALL Traditional Elevation 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 GON5TRUGTION: FINISH FLOORIN6 ON 3/4" TON6UE & GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON 6RADE FLOOR 'GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAN065, TYP. WINDOWS: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E&RE55 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: S' -O" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® S' -I" PLATE HEIGHT AND) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED, M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. FLOOR PLAN NOTES aTHE FOLLONIN6 KEYNOTES REFERENCE THE 5YMB0L5 A5 SHOWN ON PLAN5: I. IF RAILIN6 / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU5TER5. RAILIN6/HANDRAIL5 ARE TO BE AT A 34" MINIMUM TO 36" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOCAL CODE. RAILING AT GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM A.F.F. DPT. RAILING. 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN P051TION. 3. (2010 FRG SECTION 311) FOR STAIR REQ. 4. 5LOPE 6ARA6E FLOOR 1/6" PER FOOT TOWARD OVERHEAD 6ARA6E DOOR OPENIN6. 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. IN5TALL PER MANUFAGTURER5 5PE6IFICATION5. ALL FACTORY BUILT FIREPLACE5 5HALL COMPLY WITH LOCAL GODE5 6. 2X4 LOW NALL 30"A.F.F. `I. 51NK N/ 6ARBA6E 015PO5AL 6. 015HWA5HER q. RAN6E 10, GOOK TOP 11. OVEN 12. REFR16ERATOR 5PAGE. 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDE5TAL SINK 15. 42" X-12" GARDEN TUB I6. TILED 5HONER IN 6LA55 ENCLOSURE, PER BUILDER 5PEG. 11. 42"x60" TUB l6. 32" X 60" TUB/5HOWER Iq. LINEN 5HELVE5 20. NA5HER SPACE 21. DRYER, VENT 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-60MB05TIBLE PLATFORM ELEVATED 16" ABOVE 6ARA6E FLOOR FOR 6A5 NATER HEATER, 24. HAN50N BOX 25. 5HELVIN6 PER BUILDER 5PEG5. 26. ATTIC AG6E55 (22"x32" U.N.0). 21. ATTIC AGGE55 N/ 5TAIR5 (22 1/2"x54" U.N.0). 26. 6YP5UM BOARD OPENING (5EE INTERIOR ELEVATION5) 2q. 6YP5UM BOARD ARCH (SEE INTERIOR ELEVATIONS) 30, 6YP5UM BOARD LOW WALL, 35" A.F.F. (U.N.0) IN MDF CAP. 31. 5OFFIT, REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS d ARGHITEGTURAL DETAILS FOR FIN15H, 32. PLANT SHELF, 5EE EXTERIOR ELEVATION5. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LON WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. 35. 36"x36" GONGRETE 5TOOP. 36. 6x6 BEAM. 37, OPTIONAL UPPER CABINETS. 36. OPTIONAL 6ABINET5. 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED PER PLAN) 40. LINE OF FRAMING ABOVE. 41. LINE OF FRAMIN6 WALL BELOW. 42. 2X4 LOW WALL 42 "A.F.F. 43. 2X6 LOW WALL 42" A.F.F. 44. 36"H. OPEN WOOD RAILIN6. 45. FOR ADDITIONAL NOTE5 5EE 6ENERAL NOTE5 ON TITLE 5HEET 4 DETAILS. 46. 16" X 36" X 2" ART NICHE IV w A NOD LL 04 mp" �E W2" r N Z~ N (/) r I` r.- O O oas kz rn t ti O -j = - ��- &w< O O ao� Zami C N LOLO r- CO O Zp� DU� c W w < H w 5 Q OC Si=U 0 N Ww a J U N Y O O LmC L Ic �O w A NOD LL 04 mp" �E N �•00 :: �, w {{��Veo w CEO O O O LL 04 N �•00 :: �, w {{��Veo w CEO O O _ IINIIII�NIi mil111011111111 NI �IflININN IRII�1 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- FLOOR PLAN TRADITIONAL ELEVATION WILLOW - R16HT 41. HORIZONTAL LAUNDRY CHUTE Lot 58 4q. 6YP5UM BOARD ARGH @ 6'-0" TO 649" Willow - Plan 2059 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER N/ DIA60NAL 5UPPORT5 2 ■ 1 UW=R WALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" 6ARDEN TUB OVOID , O N N Lm (/) r I` r.- O O t ti O -j - ��- LL O p C N LOLO r- CO � _ IINIIII�NIi mil111011111111 NI �IflININN IRII�1 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- FLOOR PLAN TRADITIONAL ELEVATION WILLOW - R16HT 41. HORIZONTAL LAUNDRY CHUTE Lot 58 4q. 6YP5UM BOARD ARGH @ 6'-0" TO 649" Willow - Plan 2059 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER N/ DIA60NAL 5UPPORT5 2 ■ 1 UW=R WALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" 6ARDEN TUB OVOID , �k CL CE 2--12X48 DECORATIVE 5HUTTER5 AT 6:12 5LOPE 26'-6" H.H. 6:12 5LOPE 6:12 SLOPE 6:12 SLOPE a 6:12 SLOPE 6:12 SLOPE UPPER PLATE UPPER PLATE UPPER ALO MAIN PLATE I UP ANN PLATE HCHFR - W. H_H. 013 110 13 , 1 IN FLOOR,, MAIN FLOO LOT 63 LOT 62 LOT 61 LOT 60 LOT 59 LOT 58 WILLOW - LREDWOOD - L BIRCH - Al - R BIRCH - A - L REDWOOD - R WILLOW - R ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" 0 Er nt Elevation - 0 4' 8' 16' I1'-0 AT 22x34 1116" =" AT IIxI1 Traditional Elevation - ;1 1 11 1l1 jr 1! I If TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY SPECS) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CON5TRUCTION: FIN15H FLOORIN6 ON 3/4" TON6UE $ 6ROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. HINDOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. 6HEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: V-0" A.F.F ® W-4" PLATE HE16HT (U.N.O.) 1'-0" A.F.F @ 64" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAUST FANS, 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN510N5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND F-# I THE FOLLOWIN6 KEYNOTE5 REFERENCE THE 5YMBOL5 A5 5HOWN ON PLAN5: I. ROOF PER BUILDER 5PE65. 2, METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. SIMULATED 5TONE 51LL GAP 15. THIN 5ET BRICK 5OLDIER HEADER, I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" SHUTTER (ARCH TOP WHERE 5HOWN) 21. 24" X 48" 5HUTTER 22, 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. 18"X72" SHUTTER (ARCH TOP WHERE SHOWN) 24. DEGORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HI6H 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 (FINI5HED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510IN6 AS SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER 1 owimun¢ muouure q i u u BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATION5 LOT 58-63 A3.1 B-6 #14-22 4 _ - 254, OVOID i i O O 0 N .4: CV i C/) p- O O O ca ti O JN - M 40 oJ � Lj- O ) CU M .� 13- 1 owimun¢ muouure q i u u BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATION5 LOT 58-63 A3.1 B-6 #14-22 4 _ - 254, OVOID I��"iTi737 I d- LOT 58 LOT 59 WILLOW - R REDWOOD - R ELEVATION = +0'-0" ELEVATION = +0'-0" LOT 60 LOT 61 �r BIRCH - A - L BIRCH - Al - R ELEVATION = +0'-0" ELEVATION = +0'-0" Rear Elevation - 0 4' 1'-0" AT 2204 1/16" = 1'-0" AT IIxI1 I PLATE LOT 62 LOT 63 REDWOOD - L WILLOW - L ELEVATION = +0'-0" ELEVATION = +0'-0" •� 7 Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 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 J015T5 A5 NOTED ON 5TRUGTURAL DRAHIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. HINDON5: A. ALL NINDON5 5HALL 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 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F a q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ®8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY, F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL GODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.D. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERHI5E NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLONIN6 KEYNOTE5 REFERENCE THE 5YMBOL5 A5 5HONN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X I PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. I2"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN 5ET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" SIMULATED HOOD HEADER 20. 18"X48" SHUTTER (ARCH TDP WHERE 5HONN). 21 24" X 48" 5HUTTER 22. 0"X60" SHUTTER (ARCH TOP WHERE 5HONN) 23. 18"X12" SHUTTER (ARCH TOP WHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 2(b. DECORATIVE PONDER GOATEE) ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q, 12"XI2" TILE INLAY N/ QUATREFOIL SURROUND 3E). 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER #14-2249, 0 1/ l� M BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: REAR ELEVATIONS LOT 58-63 3.26-6 Right Elevation_ O 4' I' -O" AT 22x34 1/16" = 1'-0" AT 11x17 Left Elevation - 0 4' 8' 16' I/8" = 1'-0" AT 2204 INV' = 1'-0" AT Ilxl1 Vul ) Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RES. GHEGK5. 5. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F a q'-4" PLATE HE16HT (U.N.0) 7'-0" A.F.F m 8'-1" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL CODE. H. DIMEN5ION5 ARE TO THE FAGE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL AN6LED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND aTHE FOLLOWING KEYNOTE5 REFERENCE THE SYMBOLS A5 5HOWN ON PLAN5: I. ROOF PER BUILDER SPECS. 2. METAL ROOFIN6 5Y5TEM, 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. I. 2"X I" PROJEGTED TRIM BAND 8. 4"X I PROJEGTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11, 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 51MULATED 5TONE 51LL GAP 15. THIN 5ET BRIGK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE GORBEL PER PROFILE I8. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20, 18"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" 5HUTTER 22. I S"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. IS"X12" SHUTTER (ARCH TOP WHERE 5HOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" H16H POWDER GOATED ALUMINUM RAILIN6, 26. DECORATIVE POWDER GOATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. IS" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DEGORATIVE 5HUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJEGTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE 5HUTTER I e�pLli �ppN� � n(pj �c � Ad : 0 Z ■ �i.%'� pp� p ' � s eppep SUN BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- 51DE ELEVATION5 LOT 58-63 A3313=6 O ���. N c N Lm ti C Lc)O O u 1-- O N - M � LJ LJL O ) � � N T- 2 a_ SUN BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- 51DE ELEVATION5 LOT 58-63 A3313=6 ���. b - UPPER F WDW H.H UPPER F MAIN PL NDN H.H MAIN FL I 1 I 1 I I a 6:12 SLOPE I i POINT GUT 4x4 r I I i i I I ■ ■ ■ Ix6 ; I 1 I� 4x4 - Ix6 II-OII ■ 1 JT 510E *00'"mmmommmmmmm MIN • r i a � i 7 i 21 10 ■ a ■ ■ r ■ ■ a ■ III I, -O„ III ; 111 - 11_211 III ■ i-7 ■ ■ ■ I I Front Elevation - 0 21 41 81 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl7 ! GOLUMN DETAIL ! UPPER PLATE WDW H.H. - o r - UPPER FLOOR MAIN PLATE WDW H.H. - a o MAIN FLOOR I I I I I I I I I I o 6:12 SLOPE I I I I I 1 I C 8 2 I(TYP) 5 I. i 4:12 SLOPE F-17 Rear Elevation - 0 21 4' 8' 1/4" = 1'-0" AT 22x34 11811 = 1'-0" AT IIxl7 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE 8 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDO 5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN510N OF 24" IN HE16HT AND 2011 IN WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 81-0" AFF ® 61'-4" PLATE HEIGHT (U.N.0) 7'-0" A.F.F @ 64" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 6 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. EXTERIOR ELEVATION LEGEND �# THE FOLLOWING KEYNOTES REFERENCE THE LTJ 5YMBOL5 A5 5HOWN ON PLANS: I. ROOF PER BUILDER 5PE65. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X III PROJECTED TRIM BAND 8. 411X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND II. I211X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 5IMULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 17, DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 811 5IMULATED WOOD HEADER 20. 18''X4811 5HUTTER (ARGH TOP WHERE SHOWN). 21. 24" X 4811 5HUTTER 22. 1811X6011 5HUTTER (ARGH TOP WHERE SHOWN) 23. 18"X72" 5HUTTER (ARGH TOP WHERE 5HOWN) 24. DECORATIVE LOUVER (ARGH TOP WHERE 5HOWN) 25. 3611 HIGH POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 27. 811X811 MEDALLION 28. 18" DIAMETER MEDALLION 2q. 1211X121' TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 1211X 481' DECORATIVE 5HUTTER 33. 1211X 3611 DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 1211X111 PROJECTED KEY5TONE 36, 811X111 PROJECTED KEYSTONE 37, 611X11' PROJECTED KEY5TONE 38, 411X111 PROJECTED KEY5TONE 3q. 6" GEMENT 5IDIN6 A5 5PEGIFIED BY 13UILDER 40, SHAKE 5I0IN6 41. 1211X 60" DECORATIVE 5HUTTER O O O 04 QDti L `n ~ Lo O C 0 J I'-- d7 CNO - LL O O � � � N tI MOON. 1 IIIIIIIIIhIII � �;�,;;;,y�,�;�, INININII IININ�N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION O BIRCH - LEFT Lot 60 Traditional Elevation Birch - Plan 1832 rrr•rrrONO rrrrrrrrrnow NIra POINT GUT ■ ■ ■ ■ ■ ■ r - ■ ■ r ■ ■ � Ixb FRONT %4*14imirrrrrr.rl ...�r�rrrrrr.rrrrrrr�r��'«' � ■i■rr■r■ 7 I ri■rr■■■i 21 ■r ■ rr r ■ GI ■ ■ 7 ■ GOLUMN DETAIL �1r�rrrrrrrrrrrrrrrr►♦ .�r�r..rrrrrrrrrrr�l'' D 6 I IT-E cm r • S)NT 51DE ■ r ■ ■ r ■ ■ ■ ■ r PLATE ■ ■ IDN H.H. �� FLOOR i PLATE IDN H.H. FrontElevation- 0 21 41 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxI1 FLOOR �v- UPPER PLATE NDN H.H. - o r - I 6:12 5LOPE FI UPPER FLOOR i 4:12 SLOPE v - E MAIN PLATE I NON H.H. MAIN FLOOR C - , I Rear Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT I1XI I TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOI5T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAHIN65, TYP. WINDOWS: A. ALL HINDOH5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-O" A.F.F ® q'-4" PLATE HE16HT (U.N.0) T -O" A.F.F @ 8'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. CEMENTITIOU5 FIN15H IN5TALL PER LOGAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.D. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF CMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. EXTERIOR ELEVATION LEGEND F#1 THE FOLLOWING KEYNOTE5 REFERENCE THE 5YMBOL5 A5 5HONN ON PLAN5: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFIN6 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJECTED TRIM BAND S. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND IL I2"X I" PROJECTED TRIM BAND 12. 6 FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 51MULATED 5TONE SILL GAP 15. THIN 5ET BRICK SOLDIER HEADER. 16. DEGORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE I8. DECORATIVE BRACKET PER PROFILE Iq. S" 51MULATED HOOD HEADER 20. I8"X48" SHUTTER (ARCH TOP WHERE 5HOHN). 21. 24" X 48" 5HUTTER 22. 18X60 SHUTTER (ARGH TOP WHERE SHOWN) 23. IS"X12" 5HUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARGH TOP WHERE 5HONN) 25. 36" H16H POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. S"XS" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DEGORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. I2"XI" PROJECTED KEY5TONE 36. 8"XI" PROJEGTED KEYSTONE 31. 6"XI" PROJEGTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 5101% A5 5PEGIFIED BY BUILDER 40. SHAKE 510ING 41. 12"X 60" DEGORATIVE SHUTTER hPo'llfl� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: EXTERIOR ELEVATION5 TRADITIONAL ELEVATION BIRGH - R16HT Lot 61 Traditional Elevation Birch - Plan 1832 All UB1 =R -..... 228" O N � N Lm �- ,o OJ0 R3 I O N O U) � N s` LO hPo'llfl� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: EXTERIOR ELEVATION5 TRADITIONAL ELEVATION BIRGH - R16HT Lot 61 Traditional Elevation Birch - Plan 1832 All UB1 =R -..... 228" UPPER PLA NDW H.H. a� U UPPER FLOOR MAIN PLATE NDN H.H. MAIN FLOOR 6:12 5LOPE 12 6 Front Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 I o�. r - ❑I 6:12 SLOPE 3 _UPPER PLATE WN H.H. (TYP.) 8 ❑5 UPPER FLOOR 4:12 5LOPE 4:12 SLOPE 3 q ❑I ❑I _ MAIN PLATE 8 II NDN H.H. o E MAINFLOOR Nv c _ Rear Elevation I I O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL B. TYPICAL FRAME FLOOR GON5TRUGTION- FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. HINDON5: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND ME(HANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 m DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. EXTERIOR ELEVATION LEGEND THE FOLLONIN6 KEYNOTES REFERENCE THE 5YMBOL5 A5 5HONN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJEGTED 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 5TONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED NOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" 5HUTTER 22. 18"X60" 5HUTTER (ARCH TOP WHERE SHOWN) 23. 18"X72" 5HUTTER (ARGH TOP WHERE 5HONN) 24. DEGORATIVE 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 N/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX GLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36 DECORATIVE 5HUTTER 34. DECORATIVE GOLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE 5HUTTER 0VOir Traditional Elevation �r . 9 w ,- Z90 o =Z N 0) Q �w< L0 a o Z Imm: mcg O z a o�� c a a Li.lZ w w3¢ a °C =U W gra N €�o 0 " 0 ic010 i 12 1.10n 10 a� O° �E0 1 1a'' saaaage U. &@� a N I POINT GUT 4x4 O N ■ ■I � CD r r I` O O 0LOF, J N O ■ - N _ ■I O J J - Ixb i O d' =3 O 4x4 ■Li■ CU Ix6 I -O I' FRONT SIDE �rrrrrrrr ..................mr��• i N4: 1 12 12 UPPER PLA NDW H.H. a� U UPPER FLOOR MAIN PLATE NDN H.H. MAIN FLOOR 6:12 5LOPE 12 6 Front Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 I o�. r - ❑I 6:12 SLOPE 3 _UPPER PLATE WN H.H. (TYP.) 8 ❑5 UPPER FLOOR 4:12 5LOPE 4:12 SLOPE 3 q ❑I ❑I _ MAIN PLATE 8 II NDN H.H. o E MAINFLOOR Nv c _ Rear Elevation I I O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL B. TYPICAL FRAME FLOOR GON5TRUGTION- FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS, TYP. HINDON5: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN NIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND ME(HANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 m DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. EXTERIOR ELEVATION LEGEND THE FOLLONIN6 KEYNOTES REFERENCE THE 5YMBOL5 A5 5HONN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJEGTED 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 5TONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED NOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" 5HUTTER 22. 18"X60" 5HUTTER (ARCH TOP WHERE SHOWN) 23. 18"X72" 5HUTTER (ARGH TOP WHERE 5HONN) 24. DEGORATIVE 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 N/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX GLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36 DECORATIVE 5HUTTER 34. DECORATIVE GOLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE 5HUTTER 0VOir Traditional Elevation �r . 9 w ,- Z90 o =Z N 0) Q �w< L0 a o Z Imm: mcg O z a o�� c a a Li.lZ w w3¢ a °C =U W gra N €�o 0 " 0 ic010 i 12 1.10n 10 a� O° �E0 1 1a'' saaaage U. &@� a N 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROD MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATION5 TRADITIONAL ELEVATION REDWOOD - LEFT Lot 62 Redwood - Plan 1943 b3.1 UR=L O N � CD r r I` O O 0LOF, J N O - N _ M O J J - V- O d' =3 O CU 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROD MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATION5 TRADITIONAL ELEVATION REDWOOD - LEFT Lot 62 Redwood - Plan 1943 b3.1 UR=L I L3� 6:12 5LOPE QI 12 6 [:;�� POINT GUT 4x4 Ixb i 4x4 I' ' ...��„����� :♦ FRONT 51DE00,0,00 .� 4 12 12 Front Elevation - 0 2' 4' 8' I/4" = 1'-0" AT 2204 R PLATE WDW H.H. r UPPER FLOOR 11 1 MAIN PLATE WDW H.H. AL MAIN FLOOR �r- Rear Elevation O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIx11 UPPER PLATE - -WOW H.H. r - UPPER FLOOR MAIN PLATE WDW H.H. MAIN FLOOR �r ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRU6TURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL N ' a EN6INEERIN6 DRAWING5, TYP. 0. 1, WINDOWS: C,a o N A. ALL WINDOW5 5HALL COMPLY WITH c zm MINIMUM 5TANDARD5 OUTLINED IN 0 U APPLICABLE RE5. GHECKS, C/) CoQ B. WINDOW SUPPLIER TO VERIFY AT LEA57 LU W Uga ONE WINDOW IN ALL BEDROOMS TO HAVE A o CLEAR E6RE55 OPENING OF 5.150, FT. © ZN WITH MIN. DIMEN51ON OF 24" IN HE16HT AND w s°= 20" IN WIDTH; SILL HE16HT NOT GREATER N THAN 44" ABOVE FLOOR. N o G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-1" PLATE HEIGHT (U.N.0) w E. ELECTRICAL: (D ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METERS ARE SUBJECT TO RELOGATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. O F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYERca VENT, HOOD VENT, 8 EXHAUST FAN5. 0 G. GEMENTITIOUS FINISH IN5TALL PER LOCAL CODE. L. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. Lm L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF CMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. -- EXTERIOR ELEVATION L LEGEND O THE FOLLOWING KEYNOTE5 REFERENCE THE 5YMBOL5 A5 SHOWN ON PLAN5: 1. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. I i' `011111►►►►� 1. TX I PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND dm7s �® �'�%/ I . 6"X I" PROJECTED TRIM BAND gyp, o ® e s 10. 8"X I" PROJECTED TRIM BAND IIAL .;w� , 11. 12"X I" PROJECTED TRIM BANDcm ill, 12. 6 FRIEZE BAND 13. 51MULATED 5TONE VENEER. p O. r ev 14. SIMULATED STONE SILL GAP; 15. THIN 5ET BRICK SOLDIER HEADER.®a 16. DECORATIVE TRIM PER PROFILE ■ 'O®,.� ®/� °S 11. DECORATIVE CORBEL PER PROFILE °'i���►►► ``eo�� I8. DECORATIVE BRACKET PER PROFILE f 111 Iq. 8" SIMULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE 5HOWN). 21. 24" X 48" 5HUTTER 22. IS"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) O 23. IS"X72" 5HUTTER (ARCH TOP WHERE SHOWN) CD 24. DECORATIVE LOUVER (ARCH TOP WHERE N SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM ti RAILINC7. CD 26. DECORATIVE POWDER COATED ALUMINUM im 117 TYPICAL CONSTRUCTION GRILLE Qj c) 27. 8"XDIAMETER MEDALLION O J N & 28. IS" MEDALLION N 2q. 12"X12" TILE INLAY W/ QUATREFOIL -- M 5URROUND co J 30. 8" DIAMETER FAUX CLAY PIPES. - L1- 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER =3 33. 12"X 36" DECORATIVE 5HUTTER C j cc 34. DECORATIVE COLUMN 1/2" HARDI FIN15H T- co (FINI5HED 51ZE A5 NOTED, REFERENCE LO 5TRUGTURAL PLAN5 FOR LOAD BEARING r GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE , 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT 51DING A5 5PEGIFIED BY BUILDER 40. SHAKE 51DING 41. 12"X 60" DECORATIVE 5HUTTER lime am u.w MINE BSB DES16N www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- Traditional Elevation EXTERIOR ELEVATION5 TRADITIONAL ELEVATION REDWOOD - RIGHT Lot 59 Redwood - Plan 1943 POINT GUT 4x4 f• 12 ii •••+•��`•�� 6 Ixb � ••••�•`••��• 18 i \4x4 `•• �j 6:12 SLOPE `• 4 1 Ixb 112 12 FRONT SIDE 6 6 �. / :l ill ♦: m FRONT 510E �i ♦♦♦ ♦•1r■..............mo 3 �j 6:12 SLOPE El 6:12 5LOPE q 5 Front Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 UPPER PLATE --L-1j . 0 I I UPPER FLOOR I❑ 6:12 SLOPE MAIN PLATE MAIN FLOOR a 12 a6 6:12 SLOPE El 12 6 QI 6:12 SLOPE (TYP) Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxI1 UPPER PLATE UPPER FLOOR b- MAIN FLOOR TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 ORAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGA13LE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E61RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HE16HT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" AFF ® q'-4" PLATE HE16HT (U.N.0) T -O" A.F.F @6-1" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL GODS H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR OIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. EXTERIOR ELEVATION LEGEND F#1 THE FOLLOWING KEYNOTE5 REFERENCE THE 5YMBOL5 A5 SHOWN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFIN6 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 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. 51MULATED STONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN 5ET BRICK SOLDIER HEADER. I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. IS"X48" SHUTTER (ARCH TOP WHERE 5HOWN). 21. 24" X 48" 5HUTTER 22. IS"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. IS"X-12" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HOWN) 25. 36" H16H POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. IS" 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 (FINI5HED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLAN5 FOR LOAD BEARIN6 COLUMNS). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 5101N6 A5 5PEGIFIED BY BUILDER 40. 5HAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER ovoi,, Traditional Elevation et wZ� .- Z;< o =_� oQs N k'�a 0) �(Do c REZ � ao o z wf_ <mt� O z� oo� (j) a Uy W > 3 Z LI.I c?¢a t3): '�o W n, z$, � g aa� N €Wo 0 ic 0 IV h� 1 m 'O l >E 0 ME FM `N'V K' ., C%J LU O. Cit 0 0 O CN N 'I N O 0O J N O - _ M N O .ca J ti O C- A -.. - C1) a) CUr FM LO�� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION WILLOW - LEFT Lot 63 Willow - Plan 2059 �kJml UW=L 224-- - 254 I 12 6 12 6 ❑1 6:12 SLOPE a 12 .��r�■■■■■■■■■■■■■■■�oft* 12 ■Li- ■ ■ ■ � r i FRONT 510E 112 ���r..■■■■■■■■■■r.....r�� 6 � 12 F 6:12 5LOPE PPER PLATE Left Side Elevation_ O 2' 4' S' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TON6UE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR WZN BARRIER. REFER TO 5TRU6TURAL N EN6INEERIN6 DRANIN65, TYP. a NINDON5: � ao< A. ALL NINDON5 5HALL COMPLY WITH c U) MINIMUM 5TANDAR05 OUTLINED IN 0 APPLICABLE RE5. GHEGK5. cn <�¢ B. WINDOW SUPPLIER TO VERIFY AT LEAST w WP ONE WINDOW IN ALL BEDROOM5 TO HAVE A o CLEAR E6RE55 OPENING OF 5.150. FT. a WITH MIN. DIMENSION OF 24" IN HEIGHT AND W =oa 5 - 20" IN WIDTH; 5ILL HE16HT NOT 6REATER N NMI NMI THAN 44" ABOVE FLOOR. N ui � o G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 8'-I" PLATE HEIGHT (U.N.0) w E. ELECTRICAL:W " ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; 00 CONTRACTOR TO VERIFY. O F. HVAC. PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H 0 � IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, h ' somw U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEOREE5 UNLE55 OTHER11I5E NOTED. EXTERIOR ELEVATION L000p'" LEGEND FTHE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 A5 5HONN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJECTED TRIM BAND aceM�tiilrlo�r�� 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND�`�� 10. 8"X I" PROJECTED TRIM BAND "�'�'<<� ,,- Gt 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND^�„' 13. SIMULATED 5TONE VENEER. -- ®� y O� c 14. 51MULATED STONE 5ILL GAP 15. THIN SET BRICK 5OLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE ■ ���®� �� ""»"""*�"," �`,�' 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE s'®►IPI1 �111`�®` �, Iq. 8" 51MULATED WOOD HEADER W 20. 18"X48" SHUTTER (ARCH TOP WHERE SHOWN). ��, 21. 24" X 48" 5HUTTER 22. 18"X60" 5HUTTER (ARCH TOP WHERE SHOWN) O 23. 18"X12" SHUTTER (ARCH TOP WHERE 5HONN) CD 24. DECORATIVE LOUVER (ARCH TOP WHERE N SHOWN) (D 25. 36" H16H PONDER COATED ALUMINUM 0 RAILIN(7. cl) v- 26. DECORATIVE PONDER COATED ALUMINUM L I'-- Q GRILLE N V- 27. 8"XDI MEDALLION O J LO CD N 6 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL = M SURROUND CQ .J 30. 8" DIAMETER FAUX CLAY PIPES. _ Lt.. O 31. 1/2" PAINTED REVEAL O d" 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER (n cc 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE U-) � 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. I2"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE , 51. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE 510IN6 41. 12"X 60" DECORATIVE SHUTTER BSB DESIGN www.bsbdesign.com OVOID Traditional Elevation- 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS LEFT SIDE ELEVATION TRADITIONAL ELEVATION WILLOW - LEFT Lot 63 Willow - Plan 2059 3m2UW=L //p', 9py Pf UPPER F WN H.H � o r-- UPPER F MAIN PL MAIN FL tmront tzievation- 0 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 NT GUT 4x4 ■ ■ ■ ■ ■ Ixb ; \4x4 ■ ■ Ixb I -O ■ 1 FRONT SIDE 0001111111011 ON mmMMmmMe�' r cm r _ r r FRONT 51DE i I UPPER PLATE WDW H.H. _ UPPER FLOOR MAIN 1 -'LA 11 - MN CWDW H.H. �11 MAIN FLOOR 12 6 6:12 SLOPE 12 6 Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PE65) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE I$ GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR T- z<� BARRIER. REFER TO 5TRUGTURAL N ��� ENGINEERING DRAWINGS, TYP. o� a � � WINDOW5: 0 z < A. ALL WINDOWS 5HALL COMPLY WITH o (n MINIMUM 5TANDARD5 OUTLINED IN p APPLICABLE RE5. GHEGK5. U)a�< B. WINDOW SUPPLIER TO VERIFY AT LEAST ui wwga ONE WINDOW IN ALL BEDROOM5 TO HAVE A Q D51� CLEAR EGRESS OPENING OF 5.150. FT. ¢F" WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND w =°_ 20" IN WIDTH; GILL HEIGHT NOT GREATER N NSW THAN 44" ABOVE FLOOR. N o G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 7'-0" A.F.F ® 8'4" PLATE HEIGHT (U.N.O.) w E. ELEGTRIGAL: W ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; M�d CONTRACTOR TO VERIFY. F. HVAC: O PROVIDE BACK DRAFT DAMPER5 ® DRYER ic VENT, HOOD VENT, & EXHAU5T FAN5. G. GEMENTITIOU5 FIN15H 0 10 IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. Lm L. ALL EXTERIOR DIMEN510N5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. , M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. Aft EXTERIOR ELEVATION L.■ LEGEND 0 THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 A5 5HOWN ON PLAN5: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA561A FM 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLASTER FIN15H. 1 2"X I" PROJECTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND �p101111►1►/�♦ q. 6"X I" PROJECTED TRIM BAND ♦"' 10. 8"X I" PROJECTED TRIM BAND ��4/ II. 12"X I" PROJECTED TRIM BAND� 12. 6" FRIEZE BANDL`"°°" 13. 51MULATED STONE VENEER.aS 14. SIMULATED 5TONE SILL GAP �� �' : OX- " 15. THIN SET BRICK 5OLDIER HEADER. U Q® � I 16. DECORATIVE TRIM PER PROFILE -Z ■ �� ,,► ,. �: �°"` , 11. DECORATIVE CORBEL PER PROFILE«���"'1�®«0���"go « "�,� ®•`' 18. DECORATIVE BRACKET PER PROFILE J®v� Iq. 8" 51MULATED WOOD HEADER ♦i'♦♦� I�e`oo�® 20. I S X48 SHUTTER (ARCH TOP WHERE SHOWN). 4 21. 24" X 48" SHUTTER Nk, vd� 22. 18"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) 0 23. 18"X12" SHUTTER (ARCH TOP WHERE SHOWN) 0 I 24. DECORATIVE LOUVER (ARCH TOP WHERE N 5HOWN) N 25. 36" HIGH POWDER COATED ALUMINUM -1-a � RAILING. cl) 26. DECORATIVE POWDER COATED ALUMINUM Lm ti ti GRILLE. N � O 21. 8"X8" MEDALLIONO J � 2CD 8. 18" DIAMETER MEDALLION N 2q. 12"XI2" TILE INLAY W/ QUATREFOIL = M C0 5URROUND as J 30. 8" DIAMETER FAUX CLAY PIPES.O LL- c - 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE 5HUTTER cc � 34. DECORATIVE COLUMN 1/2" HARDI FIN15H r- = O (FINISHED 51ZE A5 NOTED, REFERENCE L 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE , 37. 6"XI" PROJECTED KEYSTONE 38, 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 51DIN6 A5 5PEGIFIED BY BUILDER 40. 5HAKE 51DIN6 41. 12"X 60" DECORATIVE 5HUTTER ru"Itl IWIIIWI!I IIIIIIINIIIII BSB DESIGN www.bsbdesign.com OVOID Traditional Elevation 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION WILLOW - RIGHT Lot 58 Willow - Plan 2059 ky -Tfi Zal zo O r- UPPER PLA ADA H.H. .00Ommmmmmmmmmmmm "� n,4 .♦� 1_ 1 r -m ; - 12 71 I i FRONT 51DE wwwommommmmm moo 6:12 5LOPE a •♦ 3 ♦♦i E (TYP) 8 ♦♦ Y12"I UPPER FLOMAIN PLATADN H.H. MAIN FLOOR 12 6 6:12 SLOPE ❑I t 6 4.- W040- �A -q � q- 12 6 12 Z� 6 Right Side Elevation_ O 2' - _ 41 g� I/4" = 1'-0" AT 2204 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 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 J015T5 A5 NOTED ON 5TRUGTURAL DRAAIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWIN65, TYP. NINDON5: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM 5TANDARDS OUTLINED IN APPLICABLE RE5. GHE6K5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. NITH MIN. DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 64" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRIC AL AND MEGHANIGAL EQUIPMENT 8 METERS ARE 5UBJECT 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 IN5TALL PER LOGAL CODE. H. DIMEN51ON5 ARE TO THE FAGE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERA15E NOTED. EXTERIOR ELEVATION LEGEND FTHE FOLLONIN6 KEYNOTE5 REFERENGE THE 5YMBOL5 A5 5HONN ON PLAN5: 1. ROOF PER BUILDER 5PE65. 2. METAL ROOEIN6 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM NRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJEGTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED STONE VENEER. 14. 51MULATED 5TONE 51LL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DEGORATIVE GORBEL PER PROFILE 18. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" 5HUTTER 22. 18"X60" 5HUTTER (ARGH TOP INHERE 5HONN) 23. I6"1\12" 5HUTTER (ARGH TOP INHERE 5HONN) 24. DEGORATIVE LOUVER (ARGH TOP INHERE 5HONN) 25. 36" H16H PONDER GOATED ALUMINUM RAILING. 26. DECORATIVE PONDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY N/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36" DEGORATIVE 5HUTTER 34. DEGORATIVE GOLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENGE 5TRUGTURAL PLANS, FOR LOAD BEARING COLUMNS). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJEGTED KEYSTONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT 5101% A5 5PEGIFIED BY BUILDER 40. SHAKE 510IN6 41. 12"X 60" DEGORATIVE 5HUTTER et WZN o z 04 �ga 0O W) IL zw a boa W w < �g Q a� W "0�_ ¢tea aQv=i W N a 0 ic0 A awe 0110 �E! L° o�� m FM `vorrroi�r r��r/os��,�o LL X"Uj N®': " i�-- { L 0 CD CV N Lm c vL ti ti O OO CU fr J CV ca LL - G O cl) � N C CU = cj- BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: EXTERIOR ELEVATIONS RIGHT 51DE ELEVATION TRADITIONAL ELEVATION ^' AILLON - R16HT Lot 58 Traditional Elevation willow - Plan 2059 AL w w■ ■S■N w BIRCH -A1 ATTIC VENTILATION AREA 1: ATTIC AREA: 1163 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 558 SQ. IN PROPOSED VENTILATION: 585.0 SQ. IN VENT TYPE MFR: 1 QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 8 38.1 SQ.IN. 305.0 SQ, IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ. FT. VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 2 38.1 SQ.IN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 0 140.0 SQ.IN. 0.0 SQ. IN 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: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 8 38.1 SQ.IN. 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 2 38.1 SQ.IN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 0 140.0 SQ.IN. 0.0 SQ. IN REDWOOD ATTIC VENTILATION AREA 1: ATTIC AREA: 1120 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 538 SQ. IN PROPOSED VENTILATION: 546.8 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 7 38.1 SQ.IN. 266.8 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 140.0 SQ.IN. 280.0 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 12 140.0 SQ.IN. 280.0 SQ. IN ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" Roof Plan 0 4' 8' 16' 1'-0" AT 2204 1'-0" AT IIxl1 ELEVATION = +0'-0" ELEVATION = +0'-0" 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 CONTRACTOR 5HALL VERIFY THE NET FREE VENTILATION OF THE VENT PRODUCT 5ELEGTED A6AIN5T TH05E NOTED ABOVE. THE REQUIRED VENTILATION 5HALL BE MAINTAINED. PROVIDE INSULATION STOP 5UGH THAT IN5ULATION DOE5 NOT O55TRUGT FREE AIR MOVEMENT A5 REQUIRED BY THE BUILDINC6 OFFIGIAL. ALL OVERLAP FRAMED ROOF AREA5 5HALL HAVE OPENIN65 BETWEEN THE ADJACENT ATTIG5 IN THE ROOF 5HEATHIN6 (A5 ALLOWED BY THE 5TRUGTURAL EN(5INEER) TO ALLOW PA55A6E AND ATTIC VENTILATION BETWEEN THE TWO OR 150LATED ATTIC 5PAGE5 5HALL BE VENTED INDEPENDENTLY TO IRG/IBG REQUIREMENT5. Traditional Elevation - 1 Z V5 r zap0 5a Q5 04o 0 0 005¢ �o O Z <m DV< in a � W w5 3 O `$o W M zva N I € o (D• mmv IO ic: O 0 O ®®®�"cm co cv Lm O O O N � N ' O LO 0 O -J 04� LL. 0 O a � C/) CIO L M LO c- BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- ROOF PLAN LOT 58-63 A3m4B=6 I SOFFIT TO OWNER5 ENTRY O I A mFoyer WA5HER/0RYER F Laundr B Owners Entry MIRROR �I�IDfil 51330 5830 vG Bath 2 W24 WI5 W30 WI5 W24 LAV. LAV, 5630 0I5 5B30 H Owners Bath 624 015 RANGE 0I5 1324 Kitchen C p Kitchen FULL DEPTH WI5 W3q WI5 ITh 015 FRIDGE 615 E Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GQN5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. INDOW5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEOROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.O.) T -O" A.F.F ® S' -I" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD 60NDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITION5 ARE 45 OE6REE5 UNLE55 OTHERN15E NOTED. Interior Elevations O 2' 4' 8' 1/4 - 1'-0" AT 2204 II 1 II 1/8 = 1-0 AT Ilxi I A5ml UB=L r, r !x� J -m. kmn 4.11111 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 J08 NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 BIRGH - LEFT Lot 60 Birch Plan 1832 •�r ■ WA5HER/0RYER F Laundr B Owners Entry MIRROR �I�IDfil 51330 5830 vG Bath 2 W24 WI5 W30 WI5 W24 LAV. LAV, 5630 0I5 5B30 H Owners Bath 624 015 RANGE 0I5 1324 Kitchen C p Kitchen FULL DEPTH WI5 W3q WI5 ITh 015 FRIDGE 615 E Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GQN5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. INDOW5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEOROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.O.) T -O" A.F.F ® S' -I" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD 60NDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITION5 ARE 45 OE6REE5 UNLE55 OTHERN15E NOTED. Interior Elevations O 2' 4' 8' 1/4 - 1'-0" AT 2204 II 1 II 1/8 = 1-0 AT Ilxi I A5ml UB=L r, r !x� J -m. kmn 4.11111 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 J08 NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 BIRGH - LEFT Lot 60 Birch Plan 1832 O CV SOFFIT TO OWNERS ENTRY A pFoyer HA5HER/1)RYER F Laundry a Q B Owners Entry MIRROR LAV. LAV. I I� ❑II I� 5630 5830 Gvath 2 0 m 5630 015 51330 H Owners Bath m O Kitchen FULL DEPTH HI5 H3q WI5 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINI5H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAHIN65. G. 5LAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAHIN65, TYP. WINDOWS: A. ALL HINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 6-1" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAUST FAN5. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERHI5E NOTED. ') Interior Elevations IO ■ 21 4" 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIx11 `4 - - i� LL �+'hti O LU m / !p/ U 1111 _//®®''�/e�• ,a®��```�� �� LLM ���rr►rsreii,,�°e� L ICI�� HA5HER/1)RYER F Laundry a Q B Owners Entry MIRROR LAV. LAV. I I� ❑II I� 5630 5830 Gvath 2 0 m 5630 015 51330 H Owners Bath m O Kitchen FULL DEPTH HI5 H3q WI5 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINI5H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAHIN65. G. 5LAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAHIN65, TYP. WINDOWS: A. ALL HINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 6-1" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAUST FAN5. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERHI5E NOTED. ') Interior Elevations IO ■ 21 4" 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIx11 `4 - - i� LL �+'hti O LU m / !p/ U 1111 _//®®''�/e�• ,a®��```�� �� LLM ���rr►rsreii,,�°e� L O 0 O N ) N Lm c ~ C:) O Ca I'*- J N N M to - J I` O O U) ca a U- • O U-) CO ❑ Q.. 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS BIRCH - RIGHT Lot 61 Birch Plan 1832 5HELF ROD O as O ■ WA5HER/DRYER vELaundry ra-N c d MIRROR LAV. LAV. 5521 0'15 51321 F Bath 2 t314 U21 "N&t: U21 t:5124 B Kitchen A Q MIRROR LAV. V51336 0I2 V51336 vGOwners Bath c m C Kitchen FULL DEPTH 1324 FRI06E 624 0I2 0I2 D Kitchen ASSEMBLIES: -- TYPICAL CONSTRUCTION A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 6 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LA13 ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL NINOON5 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. NINDON 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL SEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HE16HT: 6'-O" A.F.F ® q'-4 PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 6-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITIONS; GONTRACTOR TO VERIFY, F. HVAC. PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGS OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. Interior Elevations O 2' 4' 6' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT 11x17 H24 H21 H50 H21 Pq24 W = W Ul 04 o<s rn MIRROR LAV. LAV. 5521 0'15 51321 F Bath 2 t314 U21 "N&t: U21 t:5124 B Kitchen A Q MIRROR LAV. V51336 0I2 V51336 vGOwners Bath c m C Kitchen FULL DEPTH 1324 FRI06E 624 0I2 0I2 D Kitchen ASSEMBLIES: -- TYPICAL CONSTRUCTION A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 6 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LA13 ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL NINOON5 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. NINDON 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL SEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HE16HT: 6'-O" A.F.F ® q'-4 PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 6-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITIONS; GONTRACTOR TO VERIFY, F. HVAC. PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGS OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. Interior Elevations O 2' 4' 6' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT 11x17 (1) M�d O O Lma 51. .' an O i ° U. h;ems Lu O° x ° eprr�aerr�r; � , Lm O O O CN C*4 L. C/) ~ ' O 0 cu `r— OJ 04 00 V C Cfl CU —i r~ LL O O C � cu CU C JOIN NO idyll BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - LEFT Lot 62 Redwood - Plan 1943 5al URmL #14-224.9— #14-2254 ?e W = W 04 o<s rn = 0w< ao2 Z 6t? O N K O0-� c/) Q< W w5` w Q G= 3 �- N �$ LU Z a�v=i cn (1) M�d O O Lma 51. .' an O i ° U. h;ems Lu O° x ° eprr�aerr�r; � , Lm O O O CN C*4 L. C/) ~ ' O 0 cu `r— OJ 04 00 V C Cfl CU —i r~ LL O O C � cu CU C JOIN NO idyll BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - LEFT Lot 62 Redwood - Plan 1943 5al URmL #14-224.9— #14-2254 ?e saz vA Owners Entry WA5HER/DRYER E Laundry LAV. LAV. b24 U21 KAN&L U21 1324 Kitchen B SB21 0I5 5621 F Bath 2 H24 H30 V421 H24 Ul O Elm O CV CV L ~ ti LAV. LAV. b24 U21 KAN&L U21 1324 Kitchen B SB21 0I5 5621 F Bath 2 V5536 0I2 V51336 G Owners Bath 111 C Kitchen FULL DEPTH I V5536 0I2 V51336 G Owners Bath 111 C Kitchen FULL DEPTH m 0I2 DI2 B24 FRIDGE 624 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTI0N: FIN15H FLOORIN6 ON 3/4" TONGUE 8 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR 6ON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRU6TURAL ENGINEERING DRAW065, TYP. WINDOW : A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. 1?IMEN510N OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.O.) 1'-0" A.F.F @ 6-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL• ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE 6AGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. Interior Elevations D 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/5" = 1'-0" AT IIA1 W Z 'i *_=ZJ a N s 0rnz 6 ac O U) O "per F Q W > c w 8 s G oN a"�o W co `6o 0 0 �I �O + O I , >%E 0 FM �a 0 O Elm O CV CV L m 0I2 DI2 B24 FRIDGE 624 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTI0N: FIN15H FLOORIN6 ON 3/4" TONGUE 8 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR 6ON5TRUGTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRU6TURAL ENGINEERING DRAW065, TYP. WINDOW : A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. 1?IMEN510N OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.O.) 1'-0" A.F.F @ 6-I" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL• ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE 6AGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. Interior Elevations D 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/5" = 1'-0" AT IIA1 W Z 'i *_=ZJ a N s 0rnz 6 ac O U) O "per F Q W > c w 8 s G oN a"�o W co `6o 0 0 �I �O + O I , >%E 0 FM �a V kIIIInIRI� ��� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - R16HT Lot 59 Redwood -Plan 1943 X5.1 UR=R 0 O O CV CV L ~ ti O O O CQ I M J CV 04 � — M LL O O U) c C O L— LO C6 V kIIIInIRI� ��� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 REDWOOD - R16HT Lot 59 Redwood -Plan 1943 X5.1 UR=R 1333 0I5 RANGE 0I5 1333 A Kitchen C m m B Kitchen FULL /— DEPTH B24 FRI06E 624 Kitchen C • R : • SHELF NA5HER/1?RYER vLaundry E N36 16136 51327 DIS 621 Laundry F m 5830 51330 Gv wners Bath -- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORIN6 ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN55. G. 5LA6 ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. NINDON SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T-0" A.F.F ® 64' PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT I METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, & EXHAU5T FAN5. 6. CEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.D. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERNI5E NOTED. d' .zw r zgc0 04 has N �a o 0U,o In a o o z �mj zm oo� cp a a U W w wa3Za D QUN W Z0 0 N w w 6 'ROME,% 0 0 i O >%E .y� 0 i eooamo��,/LO Psi arld aa� � a a SHIP �Ip"m Nm BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS Interior Elevations NILLON - LEFT O 2' 4' 8' Lot 63 1/4" = I'-0" AT 22x34 Willow - Plan 2059 1180 P -O" AT IIxI1 %0 v t, I U 5.1 --- 5 F� �h `4 J O O N D N C LO O 0 J N O N — M to LL - O O Cn c ca N C C `-- �r 2 6- SHIP �Ip"m Nm BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS Interior Elevations NILLON - LEFT O 2' 4' 8' Lot 63 1/4" = I'-0" AT 22x34 Willow - Plan 2059 1180 P -O" AT IIxI1 %0 v t, I U 5.1 --- 5 F� �h `4 J H33 H15 H30 HI5 H33 • IIIII� 0 D D B Kitchen FULL % DEPTH B24 FRIDGE B24 C Kitchen HASHER/DRYER Laundry E W36 H36 51321 018 621 Laundry F 0 m 51330 51330 Owners Bath G T\/r%lg% A I 10%mr10%L1 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUCTURAL DRAHIN65, G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER, REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. WINDOWS: A. ALL WINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: S'-0"AFF ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 6'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL• ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.D. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. Interior Elevations O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT UP 2 2 22'54 � � i' [ill �y d• giw r zac� O �Z� 04 os _ U �' Z C, 0'Z ao� O Z m m O oOO� W > LU ws Q Ir 9 = z- a� Uj "o aUv=i o O O ic 4 O W O a E O ♦1 •� ••m • 0, Ott �m aleC'zj qC• = IT ��� ���• C12 "0a n s , �,•• ' 5*7 �K11 CN .� CN L "' r- i... ' o 0 ccaa ti rn M ccy) cy) ca cu BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS WILLOW - RI6HT Lot 58 Willow -Plan 2059 k5.1 UW=R will] B24 FRIDGE B24 C Kitchen HASHER/DRYER Laundry E W36 H36 51321 018 621 Laundry F 0 m 51330 51330 Owners Bath G T\/r%lg% A I 10%mr10%L1 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUCTURAL. B. TYPICAL FRAME FLOOR GONSTRUGTION: FINISH FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUCTURAL DRAHIN65, G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER, REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. WINDOWS: A. ALL WINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: S'-0"AFF ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 6'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL• ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.D. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. Interior Elevations O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT UP 2 2 22'54 � � i' [ill �y d• giw r zac� O �Z� 04 os _ U �' Z C, 0'Z ao� O Z m m O oOO� W > LU ws Q Ir 9 = z- a� Uj "o aUv=i o O O ic 4 O W O a E O ♦1 •� ••m • 0, Ott �m aleC'zj qC• = IT ��� ���• C12 "0a n s , �,•• ' 5*7 �K11 CN .� CN L "' r- i... ' o 0 ccaa ti rn M ccy) cy) ca cu BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATIONS WILLOW - RI6HT Lot 58 Willow -Plan 2059 k5.1 UW=R L' v uildin Section UPPER UPPER oMAIN F +0'-0'I �F .19 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRU6TION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVA(: PROVIDE BACK DRAFT DAMPER5 0 DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FINI5H INSTALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE61REE5 UNLE55 OTHERWI5E NOTED. Sections 0 2' 4' 5' 1/4" = 1'-0" AT 22x34 I/S" = 1'-0" AT IIxI1 • (1) Y O O Lmmarm L 0 WZN O 6 W411111111111111 O Z ?� NCY) O N � N V z 2n Twa ,o 0 O J N zm CUCU J 0 IJ_. O 00� C cn a W W 0n< a °C D o�N ��o W N Q - (1) Y O O Lmmarm L 0 www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5E(TION5 BIRCH - LEFT Lot 60 Birch - Plan 1832 5m2UB=L w z rl- 6 W411111111111111 www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5E(TION5 BIRCH - LEFT Lot 60 Birch - Plan 1832 5m2UB=L w z rl- O O O N � N ,o 0 O J N 04 CUCU J IJ_. O n C O LO www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5E(TION5 BIRCH - LEFT Lot 60 Birch - Plan 1832 5m2UB=L w z rl- is - M +0' U 2 Building Section .11 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUCTURAL EN6INEERIN6 DRAWINGS, TYP. WINDOWS: A. ALL WINDONS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. 0IMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 8'-I" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMENSIONS 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. Sections 0 2' 4' 8' m 1/4" = 1'-0" AT 2204 /S" = 1'-0" AT IIxI1 �e BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 BIRCH - RIGHT 4 2 2_ 22 5 4" A' Lot 61 Birch - Plan 1832 5m2UB=R Lm L 0 O O CV .N 04 ,O F& 0 OJ ca c J LL O U) C C5 N C 0 L0 CU �e BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 BIRCH - RIGHT 4 2 2_ 22 5 4" A' Lot 61 Birch - Plan 1832 5m2UB=R Z3 2 Building Section 11, v- U$ PPER oMA�IN a 10 m r yl TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEI6HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HE16HT: 8'-O" A.F.F ® W-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTR16AL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITIOUS FIN15H IN5TALL PER LOGAL GORE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. Sections O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/S" = 1'-0" AT IIxI1 4 225 `rruier►►►i NN tori iv °cNi o 0 ® wy 0 Now�®���® O O O CN 04 C/) O 0CIO J N O — M C0 C. � Li ti O Li O � CIO 1 "" IINV I'N�II BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5ECTION5 REDWOOD - LEFT Lot 62 Redwood -Plan 1943 A5m2UR=L wZN � .- o g< =Z� N oQ5 / /11 VI h 00 0 0W< V7 0 c/) a C, �mx amc� O =per U) W w ws¢ QIr �i_o a'! W N go= N `rruier►►►i NN tori iv °cNi o 0 ® wy 0 Now�®���® O O O CN 04 C/) O 0CIO J N O — M C0 C. � Li ti O Li O � CIO 1 "" IINV I'N�II BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: 5ECTION5 REDWOOD - LEFT Lot 62 Redwood -Plan 1943 A5m2UR=L a Em v ilding Section a Sections. O 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxI1 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: FIN15H FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR 0ON5TRUGTION: MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 7'-0" A.F.F ® 8'-1" PLATE HEIGHT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FAGE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. 1 'fies a a16'j LZI CCe � .- p 0:: ■ �'° `��'�®'�w , `I�u c' a"'•®�` w`" •°� rte+ �' llllll alb®0♦ ;� O O N Lm��� 1 Q � 0 OMJ N M � .a --j O n ca C k11111111101 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 REDWOOD - RIGHT Lot 59 Redwood - Plan 1943 A5.2UR=R 49—#14-,2254 .0. +0' 2v Section UPPER PLATE UPPER TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 001115TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. CHECK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) T -D" A.F.F ® V -I" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT I$ METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. Sections O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxI 1 2 2 4 9- #1 4 -22 z r 04 m r- +0' -O" �Zga 0) MAIN FLOOR TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 001115TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. CHECK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) T -D" A.F.F ® V -I" PLATE HE16HT (U.N.O.) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT I$ METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRACTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. Sections O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxI 1 2 2 4 9- #1 4 -22 0 4 ■�d 0 C 0 m Lm0 .r. AM 1 4� LL 04 ` -j C �" �:�.rte. 'O"' � Cv Lm ��'��®rrr►o rr�` re 0 O O 04 CV Lm��ti 0 J N CN — M to LJL O O Ca CV LO CU O FM LO 2 CL BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN; ST CHECKED: -- 5EGTION5 WILLOW - LEFT Lot 63 Willow - Plan 2059 5m2UW=L 04 �Zga 0) p a w.a O n. p w Z O Nom 0 U) Q w Aga LU Qm V =U O 5 W NO! 0 noU) aQ� NEW N �,o 0 4 ■�d 0 C 0 m Lm0 .r. AM 1 4� LL 04 ` -j C �" �:�.rte. 'O"' � Cv Lm ��'��®rrr►o rr�` re 0 O O 04 CV Lm��ti 0 J N CN — M to LJL O O Ca CV LO CU O FM LO 2 CL BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN; ST CHECKED: -- 5EGTION5 WILLOW - LEFT Lot 63 Willow - Plan 2059 5m2UW=L C d 2 Buildin Section 6 UPPER PLATE UPPER FLOOR OMAIN PLATE +0'-0'I MAIN FLOOR "Y TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TON6UE $ GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5A -AB ON GRADE FLOOR 6ON5TRU6TION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRANIN65, TYP. WINDOWS: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM 5TANDAR05 OUTLINED IN APPLICABLE RE5. GHECK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E611RE55 OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEI6HT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® G'-4" PLATE HE16HT N.N.0) T-0" A.F.F @ 8'-I" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITION5; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF — GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL AN6LED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. C49, M er wZ� .- Z�� N s U Z O KWQ ao� Z amtT5 0 oOO� cn a 0 W > � a LU ws ,Z oc 0 a�� D M N 0 U MN 0 c O0 NL L Ai i.10.O { 0 Ij `J%%I U 111//t/// i 4 d �y a aa.✓ i '° ,;; C\2 die 0 Sections O 21 4' 8I E ii N x '— � 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIA1 m Lm��� C/) r er wZ� .- Z�� N s U Z O KWQ ao� Z amtT5 0 oOO� cn a 0 W > � a LU ws ,Z oc 0 a�� D M N 0 U MN 0 c O0 NL L Ai i.10.O { 0 Ij `J%%I U 111//t/// i 4 -° �y a aa.✓ i '° ,;; C\2 die 0 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 WILLOW - RIGHT Lot 58 Willow Plan 2059 U k5 .2 W=R 4 Lm 0 O N � N =3 Lm��� C/) � ,o �� 0 O JN CN O ) .0 O BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 WILLOW - RIGHT Lot 58 Willow Plan 2059 U k5 .2 W=R 1 1/4" MIN. - 2" MAX. 51MULATED STONE VENEER ON PAPER 1 1/4" MIN. - 2" MAX. 1 1/2" GLR. BACKED GORRO51ON RESISTANT, HARDWOOD TOP RAIL EXPANDED METAL LATH OVER U-1!6AP WEATHER RE515TIVE BARRIER i WALL BRACKET EXTERIOR SHEATHING PER 5HEATHIN6 PER 5TRUGTURAL., TYP. • i STRUCTURAL., TYP. d',. AT 4'-O" �d TYPSION EXTERIOR WALL GON5TRUGTION -SEE i O.G., MAX. STRUCTURAL FOR ATTACHMENT 4 4" WIDE SELF ADHERING, SELF HEALING 8 i 4" WIDE SELF ADHERING, SELF HEALING 2x BLK'6 WATERPROOF MEMBRANE OVER TRANSITION i - JOINT a 45EE ELEVATIONS _ _ _ _ 65EE ELEVATIONS BEARING x BALU5TER5 SPAGED LATH AND WEATHER RE515TIVE °' o AT 4 3/4" O.G. MAX. BARRIER TO LAP OVER TOP FLANGE 4 o z - ? cz EXPAN51ON JOIN / WEEP EXPANSION JOIN / WEEP 5GREED, TYPICAL TYP vI z SIMULATED STONE VENEER ON FINISH (PER A5TM 6-q26) ON CONCRETE MA50NRY UNIT 4 CONCRETE ' .° ° m z MA50NRY UNIT GON5TRUGTION m STUCCO EXPANSION JOINT / � !T) SWEEP SCREED DETAILJO�NT�/WEEP Q� ALL WOOD IN DIRECT CONTACT WITH LE55 THAN 36" IN HEIGHT. ANY LOGATIO fY N OR PROVIDE IMPERVIOUS MEMBRANE 2x12 NOTCHED 5TRIN6ER SEPARATION A5 ALLOWED BY CODE. STAIR MTD FLOOR/STRINGER DETAIL WALL MTD HANDRAIL 5/6" TYPE "X" 6YP. BO. / 1O AT ALL WALL5 AND CEILING SCALE:I-I/2""=1'-O" OF ENGL05ED USABLE 5PAGE MATCH HEIGHT 51MULATED STONE VENEER ON PAPER OF BASEBOARD BACKED GORRO51ON RESISTANT, A5TM G -q26) ON PAPER BACKED GORROSION i — EXPANDED METAL LATH OVER U-1!6AP WEATHER RE515TIVE BARRIER i I.. EXTERIOR SHEATHING PER 5HEATHIN6 PER 5TRUGTURAL., TYP. • i STRUCTURAL., TYP. d',. TYP �d TYPSION EXTERIOR WALL GON5TRUGTION -SEE i 5TRUGTURAL FOR ATTACHMENT STRUCTURAL FOR ATTACHMENT 4 4" WIDE SELF ADHERING, SELF HEALING 8 i 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION , WATERPROOF MEMBRANE OVER TRANSITION i JOINT , i JOINT a 45EE ELEVATIONS _ _ _ _ 65EE ELEVATIONS BEARING BEARING LATH AND WEATHER RE515TIVE °' LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE BARRIER TO LAP OVER TOP FLANGE 4 OF 5GREED A5 SHOWN, TYP. OF 5GREED AS SHOWN, TYP. ; E_____ w� GORRO51ON RE515TANT Q . __ CORROSION RESISTANT EXPAN51ON JOIN / WEEP EXPANSION JOIN / WEEP 5GREED, TYPICAL TYP vI 5/8" THICK GEMENT-BASED PLASTER_ . SIMULATED STONE VENEER ON FINISH (PER A5TM 6-q26) ON CONCRETE MA50NRY UNIT 4 CONCRETE ' .° ° GON5TRUGTION MA50NRY UNIT GON5TRUGTION 5EGURE NOTCHED 5TRIN6ER TO SILL STUCCO EXPANSION JOINT / SIMULATED STONE EXPANSION SWEEP SCREED DETAILJO�NT�/WEEP SCREED DETAIL ALL WOOD IN DIRECT CONTACT WITH LE55 THAN 36" IN HEIGHT. ANY LOGATIO CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE 2x12 NOTCHED 5TRIN6ER SEPARATION A5 ALLOWED BY CODE. (3) 2X12 STRINGERS TYP. FLOOR/STRINGER DETAIL 5/6" TYPE "X" 6YP. BO. / AT ALL WALL5 AND CEILING OF ENGL05ED USABLE 5PAGE UNDER STAIR INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER (3) 2X12 STRINGERS TYP. STRINGER/LANDING DETAIL 5GALE: 1 1/2" = I'-0" 2x FRAMING GYP. BD. IxIO SKIRT BOARD 2x12 STRINGER — 2x4 5PAGER N 5/8" TYPE "X" 6YP. BO. I AT ALL WALL5 AND GEILIN6 OF ENCL05ED USABLE 5PAGE UNDER STAIR � SKIRT/WALL DETAIL 5GALE: 1 1/2" = 1'-0" HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR N051N6. HANDRAILS SHALL BE CONTINUOUS PER FL16HT OF 5TAIR5. HANDRAIL5 SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND EN05 SHALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GRO55 SECTIONAL DIMEN510N, OR APPROVED EQUIVALENT, IN NEWEL P05T5 OR SAFE TERMINALS. HANDRAIL5 SHALL BE AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. 51MULATED STONE VENEER ON PAPER 1/8" THK. GEMENT BA5ED PLASTER FIN15H (PER BACKED GORRO51ON RESISTANT, A5TM G -q26) ON PAPER BACKED GORROSION i — EXPANDED METAL LATH OVER RESISTANT, EXPANDED METAL LATH OVER i WEATHER RE515TIVE BARRIER i WEATHER RE515TIVE BARRIER EXTERIOR EXTERIOR SHEATHING PER 5HEATHIN6 PER 5TRUGTURAL., TYP. • i STRUCTURAL., TYP. d',. TYP �d TYPICAL EXTERIOR WALL CONSTRUCTION -SEETYPICAL EXTERIOR WALL GON5TRUGTION -SEE i 5TRUGTURAL FOR ATTACHMENT STRUCTURAL FOR ATTACHMENT 4 4" WIDE SELF ADHERING, SELF HEALING 8 i 4" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE OVER TRANSITION , WATERPROOF MEMBRANE OVER TRANSITION i JOINT , i JOINT a 45EE ELEVATIONS _ _ _ _ 65EE ELEVATIONS BEARING BEARING LATH AND WEATHER RE515TIVE °' LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE BARRIER TO LAP OVER TOP FLANGE 4 OF 5GREED A5 SHOWN, TYP. OF 5GREED AS SHOWN, TYP. ; E_____ w� GORRO51ON RE515TANT Q . __ CORROSION RESISTANT EXPAN51ON JOIN / WEEP EXPANSION JOIN / WEEP 5GREED, TYPICAL 5GREED, TYPICAL vI 5/8" THICK GEMENT-BASED PLASTER_ . SIMULATED STONE VENEER ON FINISH (PER A5TM 6-q26) ON CONCRETE MA50NRY UNIT 4 CONCRETE ' .° ° GON5TRUGTION MA50NRY UNIT GON5TRUGTION 5EGURE NOTCHED 5TRIN6ER TO SILL STUCCO EXPANSION JOINT / SIMULATED STONE EXPANSION SWEEP SCREED DETAILJO�NT�/WEEP SCREED DETAIL ALL WOOD IN DIRECT CONTACT WITH HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR N051N6. HANDRAILS SHALL BE CONTINUOUS PER FL16HT OF 5TAIR5. HANDRAIL5 SHALL BE 1 1/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND EN05 SHALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GRO55 SECTIONAL DIMEN510N, OR APPROVED EQUIVALENT, IN NEWEL P05T5 OR SAFE TERMINALS. HANDRAIL5 SHALL BE AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. GONSTRUGTION. HANDRAIL/GUARDRAIL CODE DATA 5GALE: 1 1/2" = 1'-0" FINISHED SURFAGE z_ 3/4" PLYWOOD TREADS � EQ, A05 METAL OR WOOD BALUSTERS THE HANDRAIL GONSTRUGTION SHALL BE 5EE PLAN �z - TYP �d g ABLE TO RE515T A LOAD OF 200 L65 APPLIED IN 3/4" �u TYP ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. CARPET r — — — — — 61, < 200 lbs (3 STRINGERS MIN. AT EACH STAIR RUN) IIEXPAN510N 5/8" PLYWOOD R15ER5 GUARDRAILS SHALL NOT BE ANY DIREGTIONoo 5EGURE NOTCHED 5TRIN6ER TO SILL PLATE WITH FRAMING ANCHORS. 5EGURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH LE55 THAN 36" IN HEIGHT. ANY LOGATIO CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION A5 ALLOWED BY CODE. (3) 2X12 STRINGERS TYP. FLOOR/STRINGER DETAIL OPEN RAILS SHALL HAVE INTERMEDIATE RAIL5 OR o AN ORNAMENTAL PATTERN 5UGH THAT A 4" SPHERE p 4" DIAMETER SPHERE CANNOT PA55 THROUGH. MAY NOT PASS'S THROUGH THE GUARDRAIL CONSTRUCTION SHALL BE 6 SPHERE ABLE TO RE515T A CONCENTRATED MAY NOT PAS LOAD OF 200 L65 IN ANY DIRECTION THROUGH THIS DIAGRAM THE TRIANGULAR OPENINC75 ILLU5TRATE5 THE SPECIFIC AT STAIR TREAD, RI5ER, 8 REQUIREMENTS OF THE BOTTOM SHALL BE SUCH BUILDING CODE AND 15 THAT A 6" DIAMETER ONLY AN AID FOR SPHERE CANNOT PA55 THROU6H. BUILDIN6 DESIGN AND GONSTRUGTION. HANDRAIL/GUARDRAIL CODE DATA 5GALE: 1 1/2" = 1'-0" FINISHED SURFAGE z_ 3/4" PLYWOOD TREADS � EQ, A05 METAL OR WOOD BALUSTERS 5EE PLAN �z - TYP m N 3/4" �u TYP LUL CARPET r — — — — — 61, 2x12 NOTCHED STRINGER (3 STRINGERS MIN. AT EACH STAIR RUN) IIEXPAN510N 5/8" PLYWOOD R15ER5 I 5EGURE NOTCHED 5TRIN6ER TO SILL PLATE WITH FRAMING ANCHORS. 5EGURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION A5 ALLOWED BY CODE. (3) 2X12 STRINGERS TYP. FLOOR/STRINGER DETAIL 5GALE: 1 1/2" = I' -O" : ?11=r-0" METAL OR WOOD TOP RAIL A5 SELECTED BY OWNER It CONTRACTOR PAINT GRADE WOOD BA5E W/BULLN05E E06E Ix PAINT GRADE SKIRT — FLOOR FRAMING 1/2" 6YP BD 2x4 5TUD5 AT 16" O.G. 5/8" TYPE "X" 6YP BD AT ENGLO5ED USABLE 5PAGE5 BENEATH 5TAIR5 HANDRAIL/GUARDRAIL DETAIL 5GALE: 1 1/2" = 1'-0" FIN15HED SURFAGE 3/4" PLYWOOD TREADS 5/8" PLYWOOD RISERS (TYP) 2x12 NOTCHED 5TRIN6ER 5/8" TYPE "X" GYP. BD. AT ALL WALL5 AND GEILIN6 OF ENGL05ED USABLE 5PAGE UNDER STAIR (3) 2X12 STRINGERS TYP. EQ. TREADS SEE PLAt` — — _ z_ � z METAL OR WOOD BALUSTERS 3/4' A5 5ELEGTED BY OWNER $ CONTRACTOR - TYP m N c� CARPET PAINT GRADE WOOD BA5E W/BULLN05E E06E Ix PAINT GRADE SKIRT — FLOOR FRAMING 1/2" 6YP BD 2x4 5TUD5 AT 16" O.G. 5/8" TYPE "X" 6YP BD AT ENGLO5ED USABLE 5PAGE5 BENEATH 5TAIR5 HANDRAIL/GUARDRAIL DETAIL 5GALE: 1 1/2" = 1'-0" FIN15HED SURFAGE 3/4" PLYWOOD TREADS 5/8" PLYWOOD RISERS (TYP) 2x12 NOTCHED 5TRIN6ER 5/8" TYPE "X" GYP. BD. AT ALL WALL5 AND GEILIN6 OF ENGL05ED USABLE 5PAGE UNDER STAIR (3) 2X12 STRINGERS TYP. EQ. TREADS SEE PLAt` — — _ �z 3/4' TYP � N / EXPAN51ON/ GAP / (TYP.) / i E LANDING/STRINGER DETAIL 5GALE: 1 1/2" = 1'-0" Details O oas w a O &U,a ao 12 z <mu OQ U) a a tL w 2n< <N W a g�a U) a w cn TWO " 0 ic 0 10 10 E - E o�� m lmr�, dp `��0�1�111 11/l� i 10aaaaaa. Z cm Uj Ile* 0 CQ O N N �■. cn ~ ,O 0 CUtiM N M to �Lj- J � O O C Lc) CU BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5TAIR DETAILS LOT 58-63 D1.1 FIBER67I ROOF 5HINGLE5 OVER 30# FELT. IN5TALL PER MANUFAGTURER5 6° 5PEGIFIGATION5 PREFIN15HED METAL DRIP _ EDGE OVER PREFIN15HED ALUMINUM WRAPPED IX2 OVER 2X6 NO. FA5GIA GONTINUOU5 PERFORATED ALUMINUM, OR VINYL 5OFFIT, TYP. 5EE 5TRUGTURAL / TRU55 ENGINEERING DRAWIN65 FOR 6ABLE END FRAMING CONDITION, TYP. 5�E ELEVATION5 FOR _ _ _ �-BEARIN6 HEIGHT ), GONTINUOU5 VINYL DRIP - TYPICAL AT DIFFERING 5UB5TRATE5 7/6"THK GEMENT BA5ED PLASTER FIN15H (PER ASTM G -q26) ON FELT BACKED GORRO51ON RE515TANT LATH OVER WEATHER RE515TIVE BARRIER OVER 5HEATHIN6 AND WALL FRAMIN6 PER 5TRUGTURAL. 5EE ELEVATIONS FOR - —FINISH FLODR HEIGHT _ j,SEE ELEVATIONS FOR —BEARINO HEIGHT GONTINUOU5 GORRO51ON RE515TANT DRIP - TYPICAL AT DIFFERING 5UB5TRATE5 GONTINUOU5 REINFORCED MA50NRY TIE BEAM- 5EE 5TRUGTURAL DRAWIN65 5/6 THK GEMENT BA5ED PLA5TER FIN15H (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUGTION GORRO51ON RE515TANT WEEP SGREED - TYPICAL FLOOR 5Y5TEM PER 5TRUGTURAL 5EE ELEVATION5 FOR -—T-FINISH FLOOR HEIGHT SFE ELEVATIONS FOR —TIBEARINO HEIGHT R30 BATT INSULATION 5/6" 6YP5UM WALLBOARD OR 1/2" GONTINUOU5 GORRO51ON 6EILIN6 BOARD RE515TANT DRIP - TYPICAL AT DIFFERING 5UB5TRATE5 GONTINUOU5 REINFORCED MA50NRY TIE BEAM - 1/2" GYPSUM 5EE 5TRUGTURAL DRAWIN65 WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/6"THK GEMENT BA5ED PLA5TER FIN15H R4.1 FOIL IN5ULATION (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUGTION BA5E TRIM 5ELEGTED BY OWNER FLOOR FINISH GORRO51ON RE515TANT 5ELEGTED BY OWNER WEEP 5GREED - TYPICAL 6 MIL VAPOR BARRIER +0'-0" +O'-0" _ - - - -0A151-1 FLOOR - - - - - - I51-1 FLOOR A 5UMED FIN15HED \//\�//\\/A GRADE / f / / TYPICAL FOOTING 5EE \\ 5TRUGTURAL FOR 51ZE 4i; , REINFORGIN6 NOTE: NO MATERIAL (PER ELEVATION) 5HALL\\�i\\i'\\%\\%\\l\�i�\\%\%\\\�f� ALL ROOFI BE INSTALLED PER MANUFAGTURER'5 IN5TALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 TWO STORY WALL SECTION. m 5GALE: 3/4"=I' -O" VERIFY 12 PER ELEVATION A55U ED FINISHED GRADE TYPICAL FOOTING 5EE 5TRUGTURAL FOR 51ZE 4 REINFORGIN6 ALL ROGI MATERIAL (PER ELEVATION) 5HALL BE IN5TALLED PER MANUFACTURER'S IN5TALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 so�— - - R30 BLOWN FIBER6LA55 ROOF SHINGLES OVER 30# - - - - FELT. IN5TALL PER MANUFAGTURER5 1/2" 6YP5UM 5PEGIFIGATION5 WALLBOARD OR 1/2" PREMANUFAGTURED IN5ULATION GEILIN6 BOARD BAFFLE BETWEEN EACH TRU55 \ PRE-ENGINEERED WOOD TRU55E5 PKI FOIL INSULATION 5EE 5TRUGTURAL AND TRU55 - 1/2" 6YP5UM PRANINC75 FOR 5PAGIN6 AND WALLBOARD OVER 2X CONNECTION DETAILS _-A,5EE ELEVATION5 FOR - —BEARIN6 HEIGHT PREFIN15HED METAL DRIP R30 BLOWN EDGE OVER PREFINI5HED GELLUL05E IN5ULATION ALUMINUM WRAPPED IX2 OVER ENGINEERED OVER 2X6 WD. FA5CIA 1/2" GYPSUM CONNECTION DETAIL5 WALLBOARD OR 1/2" - ELEVATIONS FOR - GEILIN6 BOARD _ _A5FE ELEVATION5 FOR BEARIN6 HEIGHT GEILIN6 BOARD GONTINUOU5 PERFORATED ALUMINUM, 1/2" GYPSUM OR VINYL SOFFIT, TYP. WALLBOARD OVER 2X ALUMINUM WRAPPED IX2 WOOD STUD FRAMING OVER 2X6 WD. FA5GIA I/5"THK GEMENT BA5ED PLASTER FIN15H (PER A5TM G -q26) ON FELT BACKED GORRO51ON RE515TANT LATH OVER WEATHER RE515TIVE BARRIER OVER FLOOR SHEATHING 5HEATHIN6 AND WALL FRAMING PER OVER EN61NEERED 5TRUGTURAL. FLOOR 5Y5TEM PER 5TRUGTURAL 5EE ELEVATION5 FOR -—T-FINISH FLOOR HEIGHT SFE ELEVATIONS FOR —TIBEARINO HEIGHT R30 BATT INSULATION 5/6" 6YP5UM WALLBOARD OR 1/2" GONTINUOU5 GORRO51ON 6EILIN6 BOARD RE515TANT DRIP - TYPICAL AT DIFFERING 5UB5TRATE5 GONTINUOU5 REINFORCED MA50NRY TIE BEAM - 1/2" GYPSUM 5EE 5TRUGTURAL DRAWIN65 WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 5/6"THK GEMENT BA5ED PLA5TER FIN15H R4.1 FOIL IN5ULATION (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUGTION BA5E TRIM 5ELEGTED BY OWNER FLOOR FINISH GORRO51ON RE515TANT 5ELEGTED BY OWNER WEEP 5GREED - TYPICAL 6 MIL VAPOR BARRIER +0'-0" +O'-0" _ - - - -0A151-1 FLOOR - - - - - - I51-1 FLOOR A 5UMED FIN15HED \//\�//\\/A GRADE / f / / TYPICAL FOOTING 5EE \\ 5TRUGTURAL FOR 51ZE 4i; , REINFORGIN6 NOTE: NO MATERIAL (PER ELEVATION) 5HALL\\�i\\i'\\%\\%\\l\�i�\\%\%\\\�f� ALL ROOFI BE INSTALLED PER MANUFAGTURER'5 IN5TALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 TWO STORY WALL SECTION. m 5GALE: 3/4"=I' -O" VERIFY 12 PER ELEVATION A55U ED FINISHED GRADE TYPICAL FOOTING 5EE 5TRUGTURAL FOR 51ZE 4 REINFORGIN6 ALL ROGI MATERIAL (PER ELEVATION) 5HALL BE IN5TALLED PER MANUFACTURER'S IN5TALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 so�— - - R30 BLOWN MASONRY REINFORCED GELLUL05E INSULATION 6ONTINUOU5 TIE BEAM- 1/2" 6YP5UM 5EE STRUCTURAL DRAWINGS WALLBOARD OR 1/2" PREMANUFAGTURED INSULATION GEILIN6 BOARD BAFFLE BETWEEN EACH TRU55 IX2 FURRING 5TRIP5 4 FIBER6LA55 ROOF 5HINOLE5 OVER 30# PKI FOIL INSULATION FELT. IN5TALL PER MANUFAGTURER5 - 1/2" 6YP5UM 5PEGIFIGATION5 WALLBOARD OVER 2X PROVIDE CONTROL JOINTS A5 WOOD STUD FRAMING INDICATED ON EXTERIOR ELEVATION5, TYP PREMANUFAGTURED INSULATION BAFFLE BETWEEN EACH TRU55 PRE-ENGINEERED WOOD TRU55E5 FLOOR 5HEATHIN6 5EE 5TRUGTURAL AND TRU55 OVER ENGINEERED DRAWIN65 FOR 5PAGIN6 AND FLOOR SYSTEM PER CONNECTION DETAIL5 5TRUGTURAL - ELEVATIONS FOR - WALLBOARD OR 1/2" _ _A5FE ELEVATION5 FOR BEARIN6 HEIGHT GEILIN6 BOARD PREFIN15HED METAL DRIP E06E OVER PREFIN15HED ( ALUMINUM WRAPPED IX2 OVER 2X6 WD. FA5GIA R50 BATT INSULATION 5/6" 6YP5UM GONTINUOU5 PERFORATED ALUMINUM, WALLBOARD OR 1/2" OR VINYL SOFFIT, TYP. GEILIN6 BOARD GONTINUOU5 PERFORATED ALUMINUM, OR VINYL SOFFIT, TYP. 1/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL IN5ULATION MASONRY REINFORCED / GONTINUOU5 TIE BEAM- 5EE 5TRUGTURAL DRAWIN65 5/6"THK GEMENT-BASED PLA5TER FIN15H (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUGTION. PROVIDE CONTROL JOINT5 A5 INDICATED ON EXTERIOR ELEVATIONS, TYP 1'-6" - BA5E TRIM 5ELEGTED BASE TRIM 5ELEGTED BY OWNER BY OWNER - FLOOR FINISH GORRO51ON RE515TANT GORRO51ON RE515TANT WEEP 5GREED - TYPICAL FLOOR FIN15H WEEP 5GREED - TYPICAL 5ELEGTED BY OWNER 5ELEGTED BY OWNER - 6 MIL VAPOR BARRIER PAINT EXPOSED 6 MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH CONCRETE TO MATCH WALL 5URFAGE WALL 5URFAGE +0'-0" +0'-011 -—�FINI5H FLOOR - — FIN15H FLOOR j7ff1f/\ A55UMED FIN15HEDJfE//\�//\�//\�//\�/j\�/j\\ A55UMED FIN15HED GRADE TYPIGAL FOOTING 5EE\f\ TYPICAL FOOTING 5EE 5TRUGTURAL FOR 51ZE 4 //\/f\ a /f\/f\/f\//\ 5TRUGTURAL FOR 51ZE 4 /\f% REINFORGIN6 j a \\\\\%\� REINFORGIN6 ----- / NOTE: ��\ \ \4 \ \ \ \ \/f\ff\/f\/f NOTE: !i\ ALL ROOFIN6 MATERIAL (PER ELEVATION) SHALL\�i��// /fj�f,\/fj\/fj\// // /fj�//j�//ALL ROOFING MATERIAL (PER ELEVATION) 5HALL\' BE INSTALLED PER MANUFACTURERS IN5TALLATION BE INSTALLED PER MANUFAGTURER5 IN5TALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 5TRUGTURAL DRAWIN65 VERIFY 12 PER ELEVATION r R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD I/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRIN6 5TRIP5 4 R4.1 FOIL IN5ULATION BA5E TRIM 5ELEGTED BY OWNER 4 FLOOR FIN15H 5ELEGTED BY OWNER 6 MIL VAPOR BARRIER TWO STORY WALL SECTION nONE STORY MASONRY WALL HONE STORY MASONRY WALL J 5GALE: 3/4"=I' -O" SGALE: 3/4"=I' -O" 5GALE: 3/4"=I' -O" Details- -u WWW i ~ J 'ZS 0 0Q4 N NmK FOS 4 4 Z ¢ ws D5. 0 a�W o Z�' a10 W0� i g"00 LWIUJ kms' I/ °jaa5" 4b° O O O N cn ~ ~ Lm 1` C LOO O JNC3-) — M � CUJ � LL O Cn Ca CIO BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- WALL DETAIL5 FIBERGLASS 5HIN6LE5 LOT 58-63 D1.2 MASONRY REINFORCED 6ONTINUOU5 TIE BEAM- 5EE STRUCTURAL DRAWINGS 1/2" 6YP5UM PREMANUFAGTURED INSULATION WALLBOARD OVER P.T. BAFFLE BETWEEN EACH TRU55 IX2 FURRING 5TRIP5 4 5/6"THK GEMENT-BA5ED PLASTER FIN15H PKI FOIL INSULATION (PER A5TM G-q2(b) ON CONCRETE MA50NRY UNIT GON5TRUGTION. 11-61 PROVIDE CONTROL JOINTS A5 ' INDICATED ON EXTERIOR ELEVATION5, TYP GONTINUOU5 PERFORATED ALUMINUM, OR VINYL SOFFIT, TYP. 1/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL IN5ULATION MASONRY REINFORCED / GONTINUOU5 TIE BEAM- 5EE 5TRUGTURAL DRAWIN65 5/6"THK GEMENT-BASED PLA5TER FIN15H (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUGTION. PROVIDE CONTROL JOINT5 A5 INDICATED ON EXTERIOR ELEVATIONS, TYP 1'-6" - BA5E TRIM 5ELEGTED BASE TRIM 5ELEGTED BY OWNER BY OWNER - FLOOR FINISH GORRO51ON RE515TANT GORRO51ON RE515TANT WEEP 5GREED - TYPICAL FLOOR FIN15H WEEP 5GREED - TYPICAL 5ELEGTED BY OWNER 5ELEGTED BY OWNER - 6 MIL VAPOR BARRIER PAINT EXPOSED 6 MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH CONCRETE TO MATCH WALL 5URFAGE WALL 5URFAGE +0'-0" +0'-011 -—�FINI5H FLOOR - — FIN15H FLOOR j7ff1f/\ A55UMED FIN15HEDJfE//\�//\�//\�//\�/j\�/j\\ A55UMED FIN15HED GRADE TYPIGAL FOOTING 5EE\f\ TYPICAL FOOTING 5EE 5TRUGTURAL FOR 51ZE 4 //\/f\ a /f\/f\/f\//\ 5TRUGTURAL FOR 51ZE 4 /\f% REINFORGIN6 j a \\\\\%\� REINFORGIN6 ----- / NOTE: ��\ \ \4 \ \ \ \ \/f\ff\/f\/f NOTE: !i\ ALL ROOFIN6 MATERIAL (PER ELEVATION) SHALL\�i��// /fj�f,\/fj\/fj\// // /fj�//j�//ALL ROOFING MATERIAL (PER ELEVATION) 5HALL\' BE INSTALLED PER MANUFACTURERS IN5TALLATION BE INSTALLED PER MANUFAGTURER5 IN5TALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 5TRUGTURAL DRAWIN65 VERIFY 12 PER ELEVATION r R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD I/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRIN6 5TRIP5 4 R4.1 FOIL IN5ULATION BA5E TRIM 5ELEGTED BY OWNER 4 FLOOR FIN15H 5ELEGTED BY OWNER 6 MIL VAPOR BARRIER TWO STORY WALL SECTION nONE STORY MASONRY WALL HONE STORY MASONRY WALL J 5GALE: 3/4"=I' -O" SGALE: 3/4"=I' -O" 5GALE: 3/4"=I' -O" Details- -u WWW i ~ J 'ZS 0 0Q4 N NmK FOS 4 4 Z ¢ ws D5. 0 a�W o Z�' a10 W0� i g"00 LWIUJ kms' I/ °jaa5" 4b° O O O N cn ~ ~ Lm 1` C LOO O JNC3-) — M � CUJ � LL O Cn Ca CIO BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- WALL DETAIL5 FIBERGLASS 5HIN6LE5 LOT 58-63 D1.2 FIBERGLASS ROOF SHINGLES OVER 30# FELT. INSTALL PER MANUFAGTURER5 5PE6IFIGATION5 VERIFY PREMANUFAGTURED INSULATION PER 12 BAFFLE BETWEEN EACH TRU55 ELEVATION PRE-ENGINEERED WOOD TRUSSES 5EE 5TRU6TURAL AND TRU55 11-61 DRAWIN65 FOR 5PAGIN6 AND ' GONNECTION DETAIL5 _A5FE ELEVATION5 FOR BEARING HE16HT PREFIN15HED METAL DRIP R30 BLOWN EDGE OVER PREFIN15HED GELLUL05E INSULATION ALUMINUM WRAPPED IX2 OVER 2X(9 WD. FA5GIA 1/2" 6YP5UM5EE - ELEVATIONS FOR - WALLBOARD OR 1/2" -'T.O. WINDOW GEILIN6 BOARD GONTINUOU5 PERFORATED ALUMINUM, OR VINYL SOFFIT, TYP. 1/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL IN5ULATION MASONRY REINFORCED / GONTINUOU5 TIE BEAM- 5EE 5TRUGTURAL DRAWIN65 5/6"THK GEMENT-BASED PLA5TER FIN15H (PER A5TM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUGTION. PROVIDE CONTROL JOINT5 A5 INDICATED ON EXTERIOR ELEVATIONS, TYP 1'-6" - BA5E TRIM 5ELEGTED BASE TRIM 5ELEGTED BY OWNER BY OWNER - FLOOR FINISH GORRO51ON RE515TANT GORRO51ON RE515TANT WEEP 5GREED - TYPICAL FLOOR FIN15H WEEP 5GREED - TYPICAL 5ELEGTED BY OWNER 5ELEGTED BY OWNER - 6 MIL VAPOR BARRIER PAINT EXPOSED 6 MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH CONCRETE TO MATCH WALL 5URFAGE WALL 5URFAGE +0'-0" +0'-011 -—�FINI5H FLOOR - — FIN15H FLOOR j7ff1f/\ A55UMED FIN15HEDJfE//\�//\�//\�//\�/j\�/j\\ A55UMED FIN15HED GRADE TYPIGAL FOOTING 5EE\f\ TYPICAL FOOTING 5EE 5TRUGTURAL FOR 51ZE 4 //\/f\ a /f\/f\/f\//\ 5TRUGTURAL FOR 51ZE 4 /\f% REINFORGIN6 j a \\\\\%\� REINFORGIN6 ----- / NOTE: ��\ \ \4 \ \ \ \ \/f\ff\/f\/f NOTE: !i\ ALL ROOFIN6 MATERIAL (PER ELEVATION) SHALL\�i��// /fj�f,\/fj\/fj\// // /fj�//j�//ALL ROOFING MATERIAL (PER ELEVATION) 5HALL\' BE INSTALLED PER MANUFACTURERS IN5TALLATION BE INSTALLED PER MANUFAGTURER5 IN5TALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAWIN65 5TRUGTURAL DRAWIN65 VERIFY 12 PER ELEVATION r R30 BLOWN GELLUL05E INSULATION 1/2" GYPSUM WALLBOARD OR 1/2" GEILIN6 BOARD I/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRIN6 5TRIP5 4 R4.1 FOIL IN5ULATION BA5E TRIM 5ELEGTED BY OWNER 4 FLOOR FIN15H 5ELEGTED BY OWNER 6 MIL VAPOR BARRIER TWO STORY WALL SECTION nONE STORY MASONRY WALL HONE STORY MASONRY WALL J 5GALE: 3/4"=I' -O" SGALE: 3/4"=I' -O" 5GALE: 3/4"=I' -O" Details- -u WWW i ~ J 'ZS 0 0Q4 N NmK FOS 4 4 Z ¢ ws D5. 0 a�W o Z�' a10 W0� i g"00 LWIUJ kms' I/ °jaa5" 4b° O O O N cn ~ ~ Lm 1` C LOO O JNC3-) — M � CUJ � LL O Cn Ca CIO BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- WALL DETAIL5 FIBERGLASS 5HIN6LE5 LOT 58-63 D1.2 GENERAL NOTES FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS 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 I 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, WITH 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 THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 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 318-08, 5.11.1 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. D CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALL 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. 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 EXTERIOR WOOD STUDS WALLS, BEARING WALL, SHEAR WALL AND MISC. STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE #1 SOUTHERN PINE OR SPRUCE PINE FUR. #2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES 6. ALL LUMBER SPECFIED 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. 7. 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 SHOTES, TYP U.N.O. 8. 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. 9. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 10. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 11. 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 E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. Fb =2500 Fb =3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 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 SISTANT 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. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD.. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 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 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: ROOF TOP CHORD: LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSFSHINGLE TYPE ROOF COVER) DL = 20 PSF�TILE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD: DL = 10 PSF DESIGN LIVE LOADS MINIMUM): A) FLOORS - 40 PSF B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. 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. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE 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 SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES 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 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBSTITUTED OF 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" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1 st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF, IN EACH CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF RECORD FOR APPLICABLE REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 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. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL 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 REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6' UNO. 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). 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 AS INDICATED WIND PRESSURE & SUCTION EFFECTIVE i N (PSF) WIND �3J o (+) VALUE DENOTES PRESSURE AREA (SQ FT) _ VALUE DENOTES SUCTION AREA O O5 10 (+) 21.2 (+) 21.2 z 0 (- 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 i � U i ) (+) 19.0 (+) 19.0 50 - 20.8 0 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x T-0" (+) 8.4 (+)77- +(-)20.9 (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMQq STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR 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 SHEET S1 S2.0 S2.1 S3.0 S3.1 S4.0 S4.1 S4.2 S4.3 S4.4 S5.0 S5.1 SD1 SD2 SD3 SD4 SD5 SD6 SD7 SD8 INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION PLAN FOUNDATION PLAN DOWEL PLACEMENT PLAN DOWEL PLACEMENT PLAN FIRST FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN NOTES & CONNECTOR LEGEND ROOF FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN LINTEL PLAN FOUNDATION DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS TWO STORY DETAILS TWO STORY DETAILS PARTY WALL DETAILS PARTY WALL DETAILS UPDATES NUMBER DATE DESCRIPTION 1 6/23/2014 CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH TRADITIONAL ELEVATION X249 -- k'. it COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, LU 0) Qo or z W 0 z U .00 j � Q > U W � Uj 0 z i = INN «°.. �•�.�A,tri - N cJ ti •® ✓N rr � d. «• '� �w '•o� "N, a • raa 1 . « _j 0: «: t4« o « ��/IA'O•••' s�a�l2�®'•� .� �a� J O 4D LL BIIi9�e��'k� WIL, F fiPt� i CC 0 O o 0Q AS INDICATED U « Q 07/18/14 i N cri U �3J o aO z z a ° LL O U z 0 gl�'� ti ami o z i � U i ) Z O� �O 00 _ Q=O z 0 ui F fiPt� i CC � y 0Q AS INDICATED = 07/18/14 i t0 W O i � U i ) Z O� �O 00 _ Q=O W m Lo co O 1- I- J z 0 ui o fiPt� z�� CC � y 0Q AS INDICATED DATE: 07/18/14 O� 2 STRUCTURAL ENG: BED DRAFTING: -STRUCT: EA QC CHECK: CC JOB No. TM - 2141336 SCALE_ AS INDICATED DATE: 07/18/14 S1 D MF11 I �� SD1 IIIIV Illllluulll � ''� ' 22'-0" 16-10" 4" 0'-0" FIN. FLR OIL 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 F08 F08 F LL _ (-)3-1/2 SD1 o SD1 io bo1-- �a m �a BEEN DESIGNED I4.5 ■■ ■ ■ s W = M F01 PSF. Z SDI 0'-0" FIN. FLR OIL 3 1/2" THICK CONC. SLAB W/ 6X6 W/1.4 XW/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC PROVIDE h I.,II ` _ WATER LINE FOR ICE MAKER - II 03 'I I SD1 0--_-- r_•, d- --------- q I J4 H= LLU a F03 F06 CIDI SD1 I r II .........:... � III I tl ..,..1 6'-2" 132'-8" TWO STORY STEM WALL (U.N.O.) 22'-0" 16'-10" 010 , F08 PROVIDE h I.,II ` _ WATER LINE FOR ICE MAKER - II 03 'I I SD1 0--_-- r_•, d- --------- q I J4 H= LLU a F03 F06 CIDI SD1 I r II .........:... � III I tl ..,..1 6'-2" 132'-8" TWO STORY STEM WALL (U.N.O.) 22'-0" 16'-10" SD1 SAD 0'-0" FIN. FLR FOUNDATION NOTES: F08 DIIF19LL SD1 bo H d SD1 io VAPOR BARRIER OVER �a COMPACTED FILL. SD1 SAD 0'-0" FIN. FLR FOUNDATION NOTES: 3 1/2" THICK CONC, SLAB W/ 6X6 I? FOE SDI W/1.4 XW/1.4 W.W.F. OVER 6 MIL d T \ v VAPOR BARRIER OVER COMPACTED FILL. _ 13.5 k°Iill 'ryli,l��'I � v III. �► �� i�� .��. 1s I ' -01I , 2' PROVIDE CONDUIT IN SLAB FOR ISLAND ELECTRIC X o SDI 4'-10" 15' MF01 SD1 MF11 I SD1 ■1 MF01 SD1 ■ -� 4'-4" PROVIDE WATER (LINE FOR ICE MAKER SD1 fi`iff-i 00 MF02MD01 a SD1C°SD2 F08 MF0SD1 M SDI SDI SDI `- 2.5 _ to F08 SDI 2.5 MD01 SD2 4" 6" 9'-4" 6'-0" 3'-8" 2'-2" 8'-0" 10'-2" 9'-8" 12'-4" 22'-0" 22'-0" 132'-8" TWO STORY STEM WALL (U.N.O.) SDI COMPACTION. 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS \, t'� „ • 0'-0" FIN. FLR , ■ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •p dk?9�•° a` Q MF11 MF01 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Bio �a•%•®owaR°° 4� O J SD1 SD1 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO / fie ' CD —� LL 3 1/2" THICK CONC. SLAB W/ 6X6 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. /fit11®��®r �j SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W/1.4 XW/1.4 W.W.F. OVER 6 MIL COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS VAPOR BARRIER OVER DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W COMPACTED FILL. ■ FOUNDATION NOTES: J THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 Z O d T \ v BEEN DESIGNED I4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY )w C W = Q PSF. Z O wT O 18'-2" 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO C) ' 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 0 I— 0) 14'-10" 3'-2"I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n O VII l�� M LAPPED MIN. 6" AND SEALED.Q -3-1/2 I O Q N STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND I Q F --i W N 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH ■ FOOTING SIZES PENDING DEPTH OF STEMWALL. M 11 U `�3j o Z U) z0 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL ■ ■ (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR FOOTING SCHEDULE d pq _ U Z 0 ■ 000 EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 1 Z a- 2 00 o j m 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q F0$ W I— 0 Z U • Z 4 _ 01 22' 4" ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0 �0 II—H LAP SPLICES SHALL BE NO LESS THAN 25". W -2" lo 7'-2.. 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR p W 0 U -STRUCT:EA _ ... ...... -- QC CHECK: CC 6'-6" RECESSING DOOR SILLS. JOB No. Z SCALE: ..-------- __.....__—_-_..--..__..-- AS INDICATED DATE: 07/18/14 3.5 W 0 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. W Z r CONTROL JOINTS SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU � g. (IF ■ ■ ■ ■ ■ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U W CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Q 0 (� �j ■ THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR J W F08 USE ALTERNATE APPROVED METHOD. m W Z SD1 SD1 —r- SD1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q D COMMUNITY & COUNTY CODES. C] I 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL00 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE j u- w I AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION o m INSTRUCTIONS. I F08 ih 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 W ■ SD1 N H 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED w w ry T LL _ 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 a r .,,11111111/// AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD W d FOOTING STEP DOWN AND CORNER INFORMATION. �� s ••®w �Osd N 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH ;�i `w W o Z Z CV, ■ ■ ■ LL PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION . U -7 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER � �,, • '' VII g Q COMPACTION. 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS \, t'� „ • 0'-0" FIN. FLR , ■ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •p dk?9�•° a` Q MF11 MF01 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Bio �a•%•®owaR°° 4� O J SD1 SD1 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO / fie ' CD —� LL 3 1/2" THICK CONC. SLAB W/ 6X6 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. /fit11®��®r �j SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W/1.4 XW/1.4 W.W.F. OVER 6 MIL COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS VAPOR BARRIER OVER DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W COMPACTED FILL. ■ 1 F06 PROVIDE CONDUIT MF11 SD1 O O 2 x12 x12 dp w/ #5 s @ 6 O.C. EA. WAY O IN SLAB FOR SD1 PIT V �,�,i�.+°" G9) U SD1 ISLAND ELECTRIC 1 /8"/f 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY O Z �1ti9� -- I ■ J O O — ■ ■ o? 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY tj I I MF01 CO W 00 SDI 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY - — ( F03 I ■ O 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY z PROVIDE S )1 O � I WATER LINE � J � 00 FOR ICE MAKER O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY Lou U o o 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY Z -- O O z� SDI Ur I SD1 I I-�- 06 ~ 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY U O Z �$ O O k— SD2 \SD2 2'-2" 4'-2" J THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 Z O d T \ v BEEN DESIGNED I4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY )w C W = Q PSF. Z O O 18'-2" 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO C) ' w rlr0 1�6� 0 Q 14'-10" 3'-2"I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z n O VII l�� M LL] -3-1/2 I Q N STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND I Q F --i W N ■ FOOTING SIZES PENDING DEPTH OF STEMWALL. M 11 U `�3j o Z z0 ■ ■ FOOTING SCHEDULE d pq _ U Z 0 ■ 000 1 a- 2 00 o j m I F0$ I— 0 Z U • Z 4 _ 1 F06 PROVIDE CONDUIT MF11 SD1 O O 2 x12 x12 dp w/ #5 s @ 6 O.C. EA. WAY O IN SLAB FOR SD1 PIT V �,�,i�.+°" G9) U SD1 ISLAND ELECTRIC 1 /8"/f 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY O Z �1ti9� -- I ■ J O O — ■ ■ o? 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY tj I I MF01 CO W 00 SDI 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY - — ( F03 I ■ O 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY z PROVIDE S )1 O � I WATER LINE � J � 00 FOR ICE MAKER O 36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY Lou U o o 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY Z -- O O z� SDI Ur I SD1 I I-�- 06 ~ 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY U O Z �$ O O k— SD2 \SD2 2'-2" 4'-2" SD1 LLQ 16' 22'-4" COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection SD2 2'-2" FOUNDATION PLAN SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. 1/4"=V-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. _ _ I J Z O O N I4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY )w C W = Q W Z " ) 0 Q 14'-10" 3'-2"I 5 O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY C � LL] Z Q N I SD1 LLQ 16' 22'-4" COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection SD2 2'-2" FOUNDATION PLAN SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. 1/4"=V-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. _ _ I S2.1 J Z O O 1.1.. )w C W ) C � W 0 11 Z z0 0� co W 000 1 2 00 j m I— 0 Z W 0 F- _ 0 �0 II—H a. STRUCTURAL ENG: BED C DRAFTING: -STRUCT:EA _ ... ...... -- QC CHECK: CC JOB No. TM - 2141336 SCALE: ..-------- __.....__—_-_..--..__..-- AS INDICATED DATE: 07/18/14 S2.1 00 1'-4" 1 5'-10" I 2'-5" I . 3'-8" I - 3'-8 I _ T_8" 0 0 zo 3'-4 I 3'-10" V' V I y�y r -'i -„',,,.1 E 17 ■ 1'-5” 18"1 4'-6" 8" 3'-6" LU 1 100 ■ ■ ■ • 16'-0" 2'-10" 8" 1'-0" 10" 1'-0" 10" V-2" V-2" X-8" 1 3'-8" I 3'-8" L I./ I- 3'-8" I 3'-8" I 3'-8" q W ■ ■ q N M ■ LL Cl)00 I Ii! co / i U. 04 M t1E z o z • 0 .. Q z in ■... _ C7 U W J d U ■ ■ C7 ❑��� cY �7 �r ■ 2'-0" I-- a • z M z It I LL O�c, V' V I y�y r -'i -„',,,.1 E 17 ■ 1'-5” 18"1 4'-6" 8" 3'-6" LU 1 100 ■ ■ ■ • 16'-0" 2'-10" 8" 1'-0" 10" 1'-0" 10" V-2" V-2" X-8" 1 3'-8" I 3'-8" L I./ I- 3'-8" I 3'-8" I 3'-8" q W q M M LL I M r / M o U o ",\x — , — �'I AMM :1 MEN ■ O M M M ■ O 00 8'-0" 3'-4" 3'-10" 1'-0" ='V-4- M �W W U) LLI z J 2 U Q 10" 8" 3'-6" 1 / i 4'-4" i - ���� 8 N 0 2'-8" 1, 2'-0" 1 4'-2" 0 0 • ■ • 1'-0" DOWEL LAYOUT PLAN 1 /4"=1'-0" COPYRIGHT MCD 2014: The information contained in thus document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. - - J 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z W • 1/2" JI -BOLTS 6" FROM EACH END OF WALL AND W z 32" O.C. (6" MIN. EMBED) U.N.O. . , Q W W LL r / U. 04 ° t1E z o z • 0 .. Q z in _ J O //o►torrrr e�,, J J U W J d U O C7 ❑��� cY �7 �r C I-- a • z z o LL O�c, U O CL W I— U 0 Q.' I- ❑ z 0 O Q ozs Q Q J (D z o J J W Q ~ L O W Q z W O z o� 0 O 0 O C) Qw W9 W W O CL 2 z Z D 0 � t1D z 2 0 3 O W = z 11 ❑ z O p F— — W � O � 1 W �� m 00 LU co W O H OJ _ Q H H 0W U H CO J STRUCTURAL ENG: BED Q DRAFTING: H z W -STRUCT: EA ❑ QC CHECK: CC JOB No. TM 2141336 ---- ! r 2 �6 225 SCALE: AS INDICATED - — _ __- DATE: 07/18/14 S3.0 FM Oil 4 n" 1'-d" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. TF 1 Z i O ] I— ry ) U �U) W W W D I.— W J d 0 O U N M W O W CL O U L H OC U) m y U Z O p < O IL 9d00 W W D I.— LU z W U H i Col F02 tvs i 0�D C14 SID5/ R� M E �W%ffi 11h 89� .Il© CO3 I F01 II F01 .M F01 ■ O 1U) F01 F01 F01 F02 will, _TT 7 F024 WF06 RF01 SD3 WS 11 3_MW ill I MIN F02 I gwal ■ F02 L F02 @ 24" 1 O.C. MD03 F03 ■ F05 (D 0 0 0 0 M M co M M M 0 C) 0 0 C) C) M N 0 0 F06 W of W X W W 0� W X 0� Of X 1111!!� 1'11!!� cl� [11". cx� 1]11!!'1!� ft, .!X!' CC� ')r.' TN7 F06 ■ N 11 VS 13 F07 SD5) N F06 SD3 F07 F07 F09 F09 — P 01 E — N! - 1. ­_ . . I NJ F02 F02 WS 11 F02 /P W�........... O3 01 F02 F02 tvs i 0�D C14 SID5/ R� M E �W%ffi 11h 89� .Il© CO3 SD7 F17 IVS037— SD5 I F17 F17 I II .M Lu W O 1U) bi Z F02 will, �O RF01 3_MW ill I MIN I gwal MD03 SD2 (D 0 0 0 0 M M co M M M 0 C) 0 0 C) C) M N 0 0 C�) C") tX W of W X W W 0� W X 0� Of X 1111!!� 1'11!!� cl� [11". cx� 1]11!!'1!� ft, .!X!' CC� ')r.' ■ SD7 F17 IVS037— SD5 I F17 F17 WS 13 SD5 I Lu W 1U) bi Z F02 �O RF01 WS 13 SD5 0 mI= - -ME I Bier., SID7 SD2 04 X F17 F17 F17 F17 F17 F17 P17 H7 I BW1 I 000 BF03 L 00 00 W 00 CD .4 -<�H > LLN U_N U_N cu'! C" �WS 13 . R2x.....12 —.- �SD5) BF04 CANTILEVER BEAM FOR END S 71 TRUSS 4 M NMI rd -W ----------- OVOID # 2 2 1*9-# 1 2 2 44 FIRST FLOOR FRAMING PLAN 1/4"=11-011 NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. W < 0 U) 1-- z < W F 2 z W 0 0 U) 0 W z W 0 C) LU z 0 F < 0 CL— > W z 0 W 25 U) W 0 z 0 U0 i LL C) 00 ------- - --- ..... .. . .. .... ... ...... .. N > Uj W L U_ L 0 U4 --r C14 00,0,0000* 00 LL 00 z z 0 , < < _j 0 96",\ e 0 CD _j U_ 0 0 Cf) < N cli X30 C) ci < a. z U 0 > LL CZ 0 U) 0 Z z 0 o.. a o0 ui CK D 0 z W U) 0 CL 0 z 7Z U) LL 0 ZZ 9P 0 06 [� 0 zffi 0 F_ j _j W F_ U) LL z 0 U, W (.) J0 Z 0 z 0 0 UL. 0 Lij z LU LU U) F_ z z 0 z W W 0 z < Z 0 0 LL11 0 0 00 W CO z (D m LQ U) 0 Z CV) U.1 CAD 0 LU X 0 0 l-— _0 j F_ U) STRUCTURAL ENG: BED < —M DF FTING: Z -STRUCT: EA W 0 QC CHECK: cc W JOB No. TM - 2141336 U) SCALE: AS INDICATED DATE: 07/18/14 S4.0 7 Lu W 1U) bi Z MD03 SD2 (D 0 0 0 0 M M co M M M 0 C) 0 0 C) C) M N 0 0 C�) C") tX W of W X W W 0� W X 0� Of X 1111!!� 1'11!!� cl� [11". cx� 1]11!!'1!� ft, .!X!' CC� ')r.' 11 11 I — E — N! - 1. ­_ . . I NJ /P W�........... O3 ?WF06 U. U_ U_U_ S D 7 SD3 BF L D 04 WO 3 P � LD04 \,S D 6,) 1111 �SD7) 1 11 �,_SD6.41 1 11 2 0 mI= - -ME I Bier., SID7 SD2 04 X F17 F17 F17 F17 F17 F17 P17 H7 I BW1 I 000 BF03 L 00 00 W 00 CD .4 -<�H > LLN U_N U_N cu'! C" �WS 13 . R2x.....12 —.- �SD5) BF04 CANTILEVER BEAM FOR END S 71 TRUSS 4 M NMI rd -W ----------- OVOID # 2 2 1*9-# 1 2 2 44 FIRST FLOOR FRAMING PLAN 1/4"=11-011 NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. W < 0 U) 1-- z < W F 2 z W 0 0 U) 0 W z W 0 C) LU z 0 F < 0 CL— > W z 0 W 25 U) W 0 z 0 U0 i LL C) 00 ------- - --- ..... .. . .. .... ... ...... .. 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W JOB No. TM - 2141336 , -2249#1 4 - 2254,1"' U) -r SCALE: AS INDICATED V� O DATE m 07/18/14 , Em 00 �� C04��i�ll i U- U- I FIRST FLOOR FRAMING PLAN 1/4"=1'-0" V 01 D M, U) 0 0 Ncli U C) wz U C 0 LL 0 U) z Z �0��5 U 0 U) 0 Qmn Ld ry D z o < U) z CL C/) U) LL W a:� 0 (D 0 z z 069�C� 0 < z o Q JW LjL z 0 cr-0 W LIJ 0 z z 0 0 _j 0 U - <W LU z W U) CL 2 0 z IH z 0 o to 0 z W 2 3: W 0 o z z 3: z0 U) W 0 OC 0 0COW 2 C 0 W Lo U) W F-- 0zA co U) W 0 W W 0 ) 1: 0 Z) � of F -- U) STRUCTURAL ENG: BED < DRAFTING: OVOID z -STRUCT: EA QC CHECK: cc ..4 ... ..... W JOB No. TM - 2141336 , -2249#1 4 - 2254,1"' U) -r SCALE: AS INDICATED DATE m 07/18/14 NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. J4. P"i BEARING WOOD WALL SCHEDULE TAG STUD SPACINGTOP CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING ATTACH KING STUD TO HEADER w/(6) BOTTOM BW1 16 (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BWZ 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. PLATE B�N4 12"OR (3)12d TOENAILS ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160lf p 3 rd. PT. 16d NAILS H3.5x11.25 (2)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POSTJLVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING (2)HTS20 w/(24)10d x 12" NAILS SEE PLAN FOR WALL WIDTH OPENING SIZE GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. YZ" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP, THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) <a>5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.5 (2)1.75"x9.5" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H3.5x11.25 (2)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POSTJLVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING (2)HTS20 w/(24)10d x 12" NAILS SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 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 WOUT 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. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNETIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE OA (2)2X4 SYP #2 BUILT UP STUD COLUMN OB (3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH44 SYP#2 POST OJ 6x6 SYP#2 POST OK 8x8 SYP#2 POST O3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. O3-1/2'W" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. <a>5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. O NAILS & (18)4'x24" TAPCONS O O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POSTJLVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" E] META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 M (I)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 a (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 41 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS 5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 4' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS HTT4 w/(18)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24"TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) a"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 EPROXY ANCHOR w/SIMP. SET LTT20B w/(10) 10d NAILS & $" COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS wR" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20R (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 - - 0 0 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 40,E v TO POST: SIMP. HTS20 OR LSTA18 o TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" ca PLATE TAPCONS U m' U ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 0 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Z PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 Z OC 0W TO POST: SIMP. HTS20 OR LSTA18 3 TO BEAM: SIMP. HUC410 w/(18)16d & W (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 0 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"X1 1.25LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24"TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 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 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. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. ALL TRUSS AND 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" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN BEEN ENGINEERED LAYOUT HAS BE 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. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: 139B 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 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION 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 12" 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 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, 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. KInTPQ- 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. ee �e a a® NOTES & CONNECTOR LEGEND_ 1-011 # -- #14 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. O U) 0 1� U, 0 Ih 40,E v z o r; p 4 . to ca r � 4 U m' U Uj "t 3 f 4 o O am W O C) W Z� Z Z OW U CD 0 W J J V! H W F- I- W O LU Z Z 0 (D W 06 05P[^ Z� P J Z Q v Q � H z���� O 2 STRUCTURAL ENG: BED DRAFTING: -STRUCT QC CHECK: JOB No. SCALE: DATE: EA CC TM - 2141336 AS INDICATED 07/18/14 S4.2 Ih z to W 0 Z Z OC 0W 0 W Y 0 m00 3 �Wun OJ a=0 W co H H J 0 0 (D W 06 05P[^ Z� P J Z Q v Q � H z���� O 2 STRUCTURAL ENG: BED DRAFTING: -STRUCT QC CHECK: JOB No. SCALE: DATE: EA CC TM - 2141336 AS INDICATED 07/18/14 S4.2 0 Mi111101MINii nh. EMIM11- Z R40 0 R22 MIN (3) 2x4 STUD UNDER FULL NSD5 —------------ R23 > I R41 o� i LENGTH HEADER W/ (2) R41 z 00 Of R25 III 00 x 04 III = NF06 R26 SIMPSON A35 CLIP T&B SD3 NSO4 A SD5 W/STRAPS W/STRAPS > W I— U 0 J15 ~O WS06 WS06 W P J05 -c j SD5 SD5 FSD 21 B un 0 0) o 0 .- .- 00 r. m un O 111 moL 0 GE01 SD3 z H CANTILEVER BEAM FOR GABLE END BEARING GE01 J05 CANTILEVER BEAM FOR GABLE END BEARING H2x8 W J09 III .�.. �O ..... ��i.,'� '\■I\ O i T 00 Cq SO HEMAM J13 M IF11I W5- O li-- _ — I 14 N J10 Q NSO4 A ) I ILO SD5 STRUCTURALENG: BED DRAFTING: Ll -STRUCT: EA QC CHECK: R06 JOB No. TM - 2141336 WS03 SCALE AS INDICATED - DATE: 07/18/14 N I SD5 R07 WF11 N ( - SD4 R08 III fl I R10IN LU _ a L.h ...._ >1 co V1 3 LID I R10 PW05 R11 R12 III NSO4 N 111= B 4 9 - SD5 0 Mi111101MINii nh. EMIM11- G7 GE01 SD3 EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD OBE MIN (3) 2x4 STUD UNDER FULL MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B SIMPSON A35 CLIP T&B J12 W/STRAPS W/STRAPS WS06 rWF1 IN WS06 SD5 YSD YSD A 5A 5 0) o Q O N MM 00 CO 00 C0 00 COM MW M M M M M M � L� Cr IL' [� X8 7777-~=u= W0O4 12x8 H2x8 04 C14 SD5 —. WSO4 N SD5 N - --- I M I N N PW04 SD7 O O _ -0 .� d O0 d � d � G Oo/A M 0- C ■I�1■ Z R40 0 R22 S0: NSD5 —------------ R23 > I R41 o� i R24 R41 z 00 Of R25 III 00 x 04 III = NF06 R26 SD3 NSO4 A SD5 R27 > W I— U 0 J15 ~O J06 W P J05 -c j a A FSD G7 GE01 SD3 EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD OBE MIN (3) 2x4 STUD UNDER FULL MIN (3) 2x4 STUD UNDER FULL LENGTH HEADER W/ (2) LENGTH HEADER W/ (2) SIMPSON A35 CLIP T&B SIMPSON A35 CLIP T&B J12 W/STRAPS W/STRAPS WS06 rWF1 IN WS06 SD5 YSD YSD A 5A 5 0) o Q O N MM 00 CO 00 C0 00 COM MW M M M M M M � L� Cr IL' [� X8 7777-~=u= W0O4 12x8 H2x8 04 C14 SD5 —. WSO4 N SD5 N - --- I M I N N PW04 SD7 O O _ -0 .� d O0 d � d � G Oo/A M 0- C ■I�1■ SD3 EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD 0 1 SD5 11un iia. pl'I Z R40 0 S0: NSD5 —------------ i j > I R41 o� i i R41 z 00 Of R41 F— NF06 SD3 \ ] \ R42 Q > W I— U 0 z 0 ~O M\\ W P -c j A R45 H2x8 O 111 moL 0 GE01 SD3 z H CANTILEVER BEAM FOR GABLE END BEARING GE01 SD3 CANTILEVER BEAM FOR GABLE END BEARING W �O lidI ��i.,'� '\■I\ O i T 00 HEMAM I M IF11I W5- O li-- _ — N H Q ) STRUCTURALENG: BED DRAFTING: Ll -STRUCT: EA QC CHECK: CC SD3 EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD 0 1 SD5 11un iia. pl'I M STANDARD 2ND FLOOR FRAMING NOTES: w QCD 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. r _ _ _------ _. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR F— TO FOLLOW THE DETAILS INDICATED BELOW' J OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS H W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) w OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 9 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w Z SHEATHING IS NOT CONTINUOUS) 0Y O 0 Uj z 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O C Q V W z U W I— m Z o � 0 U N � LJ� 0 N W W U- O z o ® , LL•o Gj z z 0 IU' s� . Q LL W -- O O U � o w of Q Z +.M � N m U �3J O H Z Q ^ U o 0 _ m v z 0 LL O esti �4 V Z O Z am V 0 1 1 ROOF FRAMING PLAN �g w , 'Ft - 1/4"=1'-0" NOTE. SEE PAGE 54.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. �Q Z R40 0 S0: NSD5 —------------ i j > I R41 o� i i R41 z 00 Of R41 F— NF06 SD3 \ ] \ R42 Q > W I— U 0 z 0 ~O M\\ W P -c j A R45 H2x8 O 111 moL 0 GE01 SD3 z H CANTILEVER BEAM FOR GABLE END BEARING GE01 SD3 CANTILEVER BEAM FOR GABLE END BEARING M STANDARD 2ND FLOOR FRAMING NOTES: w QCD 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. r _ _ _------ _. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR F— TO FOLLOW THE DETAILS INDICATED BELOW' J OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS H W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) w OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 9 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w Z SHEATHING IS NOT CONTINUOUS) 0Y O 0 Uj z 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O C Q V W z U W I— m Z o � 0 U N � LJ� 0 N W W U- O z o ® , LL•o Gj z z 0 IU' s� . Q LL W -- O O U � o w of Q Z +.M � N m U �3J O H Z Q ^ U o 0 _ m v z 0 LL O esti �4 V Z O Z am V 0 1 1 ROOF FRAMING PLAN �g w , 'Ft - 1/4"=1'-0" NOTE. SEE PAGE 54.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. �Q z 0 J U) i j 0 C) «s o� i i ( Z z > F— Q U) zd L) ] Q > W I— U 0 z 0 ~O W to W j S4.3 w > F— i to j O W O z O� W �O O i T 00 I M %0 W5- O li-- _ — N H Q ) STRUCTURALENG: BED DRAFTING: -STRUCT: EA QC CHECK: CC JOB No. TM - 2141336 SCALE AS INDICATED - DATE: 07/18/14 S4.3 AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D •4 PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL #5 TO BE HOOKED INTO SIDE VERTICALS [firm LL 0 g z - g c� d C\1 IL LU °�al• d < �• 4 Q�A �° C LU LU ° ° N.d ROUGH OPENING PER PLAN ' 4 e 40e ° BAR SIZE i. .: LENGTH LAP SPLICE .a • ..:,. :,:.;• ,�• :.�:. v.: Al1 r #3 •4� • -SHEAR WALL T OPENING 7 4�a� L SEGMENT • 4 q a'd 4 .d °'e' a 44. e , d V ..r 4 #6 e I d LL 0 g z - g c� d C\1 IL LU °�al• d < �• 4 Q�A �° C LU LU ° ° N.d ROUGH OPENING PER PLAN ' 4 e 40e 13106 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO ° BAR SIZE i. .: LENGTH LAP SPLICE .a • ..:,. :,:.;• ,�• :.�:. v.: _., , r #3 •4� • -SHEAR WALL T OPENING 7 4�a� L SEGMENT 21/2 LINTEL PER PLAN {, 91/2 . #5 31/8 7 ..r 4 #6 ' e TRANSOM OPENING 4 #7 43/8 a. 16 1/2 35 " FRAME INFILL ARODU� n '. ¢ v, ll N 11 Uri 8" NOMINAL WIDTH WINDOW BY BUILDER 13106 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 BAR SIZE i. .: LENGTH LAP SPLICE Uj • ..:,. :,:.;• ,�• :.�:. v.: _., , ..tib. #3 NO -SHEAR WALL T OPENING 7 ° ' TYPI Al_ SHEAR WA L SEGMENT 21/2 LINTEL PER PLAN {, 91/2 . #5 31/8 7 ..r 4 #6 13106 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 BAR SIZE i. .: LENGTH LAP SPLICE Uj • ..:,. :,:.;• ,�• :.�:. v.: _., , ..tib. #3 17/8 41/4 7 15 #4 21/2 LINTEL PER PLAN {, 91/2 . #5 31/8 7 ..r 25 #6 ' 81/16 TRANSOM OPENING 30 #7 43/8 9 13/16 16 1/2 35 " FRAME INFILL ARODU� *--- '. ¢ v, ll N 11 Uri 8" NOMINAL WIDTH WINDOW BY BUILDER 0 8F20 -06/1T � SEE FOUNDATION 1 SEE WF01/SD2 FOR W '' PLAN FOR FILLED CELL z MORE INFO � LO #5 REBAR AT BOTTOM OF LINTEL :�, 0 0 INFO. MIN. (1) IS REQ'D 8F24-1B/1T U t' CAVITY BOTTOM REINFORCING PROVIDED ON EITHER SIDE U.N.O. co Q ) 0*---,� 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) ( C y IHs ulultll uuuluuuuuuullllu4N,1uIIIIIUIIIIIIIIIIIIIulnoun/uuCluHlruulN�ulNuulannul//Nluuulllk,I�4ullu6llllll6llluuuuuuulluu6lluluuuluuuuuuulu6uuuuuulllluuuluul4GIhuw9r�u!ItilKll�luuuhllulll 0r (2) 2X8 WOOD HEADER I C Z 0 O 8F24-OB/1T 8" NOMINAL WIDTH TURNED SIDEWAYS. W FILLED 0 > ATTACH THE FIRST PLY 2X8 *• :.: ' : •' TO MASONRY WALL W/ T III��i�IIVVV VVIVIC!IIIC VVVVIIiilly I �V�VN��RICI � 0 � a• ;. SIMPSON HUS26 HANGER @ _ 8F32 1B/1T DOOR OPENING '; �m00 A. END. USING (6) 3/16" DIA. � Q � • • •' #5 REBAR AT TOP MIN. 1 REQ'D O ui CC Ln R 0 8RF30-OB/1T 1 3/4" TAPCONS INTO T . .'" MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN 8F32 -0B/1T U J APPLY THE 2ND PLY TO THE 1 ST PLY W/1 Od STAGGERED @6"O.C. LINTEL AT TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE Uj "A" "B" Pic'. "D" #3 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 UI la . •e� °� c e + a m d JA d 4: LAP SPLICE EMBEDDED STANDARD 90° HOOK DD4 REBAR SPLICE DETAIL STANDARD 180° HOOK #3=2Y2 #4=2Y2' #5=2Y2' #6=3" #7=3Y2" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) 445 BAR W/ 3000 psi MINH, SEE MD08/S5 FOR LAP INFO. SEE FOUNDATION FOR FOOTING 6. 5'-10" L. 3'-0" VLI3'-0" Idle 3'-0" 16'-10" 16'-10" D F F F E O O E O 000 - N 00 1 0 2'-10" L 0 MIN. 16'-0" N C 1 1 �n3'-O'° -10" T-0" 3'-0" 3'-0" 3'-0" T-0" 2'-10" O O O F) 1, 31-211 1, �„ „1� 1,3'-2" B PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W STANDARD LINTELS STANDARD LINTEL NOTES o MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-0B 8F24 -113/8F24-06 8F32-1B/8F32-OB 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. - - - -- 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. 3'-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. Q 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 8" BEARING EA. END H 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LU 5'-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS 5'-10" 570 1232 / 1101 3480 / 1631 8360 / 3707 8825 / 3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR � z 6-10" 488 991/991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. 0 T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32`' FOR THE LOAD w 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0 a 9'-10" 315 618/618 1533/1247 2781 /2777 4754/2536 ADEQUATE FOR THE LOADS. 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING Z V 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 SPECIFICATIONS ON PLAN, DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO 0 U) 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND J W 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. p=p 0 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 MATERIALS 0 14'-0" 0 424/424 1234/1234 1779/0 2662/0 14'-8" 0 379/0 1160/0 1660/0 2439/0 1. f PRECAST LINTELS = 3500 PSI. 0 .J 0 288/0 950/0 1379/0 19-97/0 LL 16'-8" 2. fc PRESTRESSED LINTELS = 6000 psi. 18'-8" 0 224/0 750/0 1177/0 1676/0 0 - 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. o 19'-4" 0 180/0 598/0 1114/0 1468/0 N 20'-8" 0 177/0 598/0 1024/0 1441/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE W W 21'4" 0 164/0 550/0 981/0 1376/0 STRENGTH = 1900 PSI. 1- 23'-4" 129/0 450/0 824 / 0 1147 / 0 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 1U_ RECESSED LINTELS -FILLED 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. MAX. CLR. OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB ��►y e` �. L,4j a s, .. 3'-0" 1691/1360 5206/3280 8060/5421 LINTEL DESIGNATION SCHEDULE ® a �� •n •••°® o+•• �irr ,, 3'-4" 1425/1130 5206/3280 8060/5421CN 3 -6 1320/1042 5206/3280 8060/5421 LINTEW It L • .� W p F = FILLED WITH GROUT / w 4Y 3'-8" 1230/963 5206/3280 8060/4946 MARK REQUIREMENTS U = UNFILLED R = RECESSEDr �g a°' « z z QUANTITY OF #5 REBAR @ 4'-0" 1081/866 4567/2992 8060/2839 A 8RF6-0B/1T BOTTOM OF LINTEL CAVITY t7 5'-0" 846 / 598 3810 / 1716 8060 / 2649 8F16-1B/1T i ¢ 6'-0" 693/458 2738/1600 7747/7915 ��, ® •A• y®' T-0" 526/375 1568/1568 5743/5743 e 8F8-0B/1T _�_ •••�•• "•• °` 8'-0" 415/273 1436 / 1516 5743/5743 O QUANTITY OF #5 REBAR AT TOP ® ��,,`a®w J O 9-'0" 415/273 1436/151 6 3129 / 3129 O 8RF14-1 B/1T NOMINAL HEIGHT /Ap'r E El1ar ® _j 8F16 -16/1T NOMINAL WIDTH 2 �; 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADERTYPE (P w1-1/2" vzz •e. ¢ M. U. 1 W Uj 1 r LOO �z 1 USE THE VALUES FOR THE NEXT DEPTH DOWN. O I LU _j 1 -�`—`----'I`' BOTTOM REINFORCING PROVIDED 0 I TOP KNOCK OUT/ LINTEL BLOCK W0 W cnw LU 1 O O 1 ,... , 1-1/2" CLEAR 8" NOMINAL WIDTH � > W (D m ¢ MIN. 1 U Z0 80 O _ 8F20-1B/1T NOT USED *--- d: F— T :. ¢ v, ll N 11 Uri 8" NOMINAL WIDTH (POWERS STEEL 0 8F20 -06/1T W M 1 z ,p; ° GROUT W 1 8RF22-1B/1T z LO #5 REBAR AT BOTTOM OF LINTEL J 0 0 0 8F24-1B/1T U Z CAVITY BOTTOM REINFORCING PROVIDED co Q ) 0*---,� PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W STANDARD LINTELS STANDARD LINTEL NOTES o MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-0B 8F24 -113/8F24-06 8F32-1B/8F32-OB 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. - - - -- 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. 3'-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. Q 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 8" BEARING EA. END H 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LU 5'-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS 5'-10" 570 1232 / 1101 3480 / 1631 8360 / 3707 8825 / 3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR � z 6-10" 488 991/991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. 0 T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32`' FOR THE LOAD w 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0 a 9'-10" 315 618/618 1533/1247 2781 /2777 4754/2536 ADEQUATE FOR THE LOADS. 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING Z V 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 SPECIFICATIONS ON PLAN, DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO 0 U) 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND J W 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. p=p 0 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 MATERIALS 0 14'-0" 0 424/424 1234/1234 1779/0 2662/0 14'-8" 0 379/0 1160/0 1660/0 2439/0 1. f PRECAST LINTELS = 3500 PSI. 0 .J 0 288/0 950/0 1379/0 19-97/0 LL 16'-8" 2. fc PRESTRESSED LINTELS = 6000 psi. 18'-8" 0 224/0 750/0 1177/0 1676/0 0 - 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. o 19'-4" 0 180/0 598/0 1114/0 1468/0 N 20'-8" 0 177/0 598/0 1024/0 1441/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE W W 21'4" 0 164/0 550/0 981/0 1376/0 STRENGTH = 1900 PSI. 1- 23'-4" 129/0 450/0 824 / 0 1147 / 0 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 1U_ RECESSED LINTELS -FILLED 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. MAX. CLR. OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB ��►y e` �. L,4j a s, .. 3'-0" 1691/1360 5206/3280 8060/5421 LINTEL DESIGNATION SCHEDULE ® a �� •n •••°® o+•• �irr ,, 3'-4" 1425/1130 5206/3280 8060/5421CN 3 -6 1320/1042 5206/3280 8060/5421 LINTEW It L • .� W p F = FILLED WITH GROUT / w 4Y 3'-8" 1230/963 5206/3280 8060/4946 MARK REQUIREMENTS U = UNFILLED R = RECESSEDr �g a°' « z z QUANTITY OF #5 REBAR @ 4'-0" 1081/866 4567/2992 8060/2839 A 8RF6-0B/1T BOTTOM OF LINTEL CAVITY t7 5'-0" 846 / 598 3810 / 1716 8060 / 2649 8F16-1B/1T i ¢ 6'-0" 693/458 2738/1600 7747/7915 ��, ® •A• y®' T-0" 526/375 1568/1568 5743/5743 e 8F8-0B/1T _�_ •••�•• "•• °` 8'-0" 415/273 1436 / 1516 5743/5743 O QUANTITY OF #5 REBAR AT TOP ® ��,,`a®w J O 9-'0" 415/273 1436/151 6 3129 / 3129 O 8RF14-1 B/1T NOMINAL HEIGHT /Ap'r E El1ar ® _j 8F16 -16/1T NOMINAL WIDTH 2 �; 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADERTYPE (P w1-1/2" vzz •e. ¢ M. U. DESIGNATION W Uj ° GROUT r LOO �z 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-0B/1T LU _j -�`—`----'I`' BOTTOM REINFORCING PROVIDED 0 8F48 -1B/1T TOP KNOCK OUT/ LINTEL BLOCK W0 W cnw LU p O O 8F16-0B/1T ,... , 1-1/2" CLEAR 8" NOMINAL WIDTH � > W (D m ¢ Q z Z z j w ' #5 REBAR AT TOP MIN. (1) REQ'D U Z0 NOT USED O _ 8F20-1B/1T NOT USED *--- d: F— T :. ¢ v, ll N 11 NOT USED 8" NOMINAL WIDTH (POWERS STEEL 0 8F20 -06/1T Q ¢ "`• C.M.U. M o r_ z ,p; ° GROUT H 0 8RF22-1B/1T LO #5 REBAR AT BOTTOM OF LINTEL = 0 0 0 8F24-1B/1T 11 Z CAVITY BOTTOM REINFORCING PROVIDED co ) 0*---,� 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) ( C y IHs ulultll uuuluuuuuuullllu4N,1uIIIIIUIIIIIIIIIIIIIulnoun/uuCluHlruulN�ulNuulannul//Nluuulllk,I�4ullu6llllll6llluuuuuuulluu6lluluuuluuuuuuulu6uuuuuulllluuuluul4GIhuw9r�u!ItilKll�luuuhllulll 0r v I C Z 0 O 8F24-OB/1T 8" NOMINAL WIDTH z W FILLED 0 > v 0 0" 8RF30-1B/1T T III��i�IIVVV VVIVIC!IIIC VVVVIIiilly I �V�VN��RICI � 0 � a• P O _ 8F32 1B/1T _ ,d• , 1 1/2�� CLEAR �m00 � Q � • • •' #5 REBAR AT TOP MIN. 1 REQ'D O ui CC Ln R 0 8RF30-OB/1T T W >- O J— 0 8F32 -0B/1T U J U L� (P w1-1/2" vzz •e. ¢ M. U. O8F38-1B/1T .. Uj ° GROUT r LOO �z O 8F12-1B/1T LU -�`—`----'I`' BOTTOM REINFORCING PROVIDED 0 8F48 -1B/1T TOP KNOCK OUT/ LINTEL BLOCK W0 W cnw LU °' a 7-5/8" ACTUAL IN LINTEL (VARIES) O NOT USED z 8" NOMINAL WIDTH � > W (D m ¢ Q z Z UNFILLED Q NOT USED O NOT USED *--- 1POWERS STEEL BOXED O NOT USED L� (P w1-1/2" vzz •e. 05 CLEAR .. Uj r z #5 REBAR AT TOP MIN. (1) REQ'D aQaLU LU o z w w "` Ld TOP KNOCK OUT/ LINTEL BLOCK W0 W cnw LU °' a COURSE !22UOF- L?- z �Q � > W (D m ¢ Q z Z #5 REBAR AT BOTTOM MIN. (1) J to R6 GA *--- 1POWERS STEEL BOXED 0 J 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH (POWERS STEEL SAFE LOAD TABLE NOTES rON ES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED UST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2": SAFE LOADS FOR ALL D LINTELS BASED ON 4" NOMINAL BEARING. ATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED, ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY LINTEL P CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 1/8 11=1 x_011 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 14 "2249_► 2 5UALC: 3/4 = -1 -U COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. S5.0 05 Uj r z _6 V Ld r Z _ ' W C) z �Q � > W z Q z Z J J to W C W W S5.0 05 r Z to W D O 11 Z ) C Z 0 W O 1 �m00 j LLJ Ln W >- O J— — 'p F-F� STRUCTURAL ENG: BED C DRAFTI11 NG -STRUCT: _........ ._.... ............. . EA ........_... .. _..... ..__ QC CHECK: CC JOB No. TM - 2141336 SCALE: AS INDICATED DATE: 07/18/14 S5.0 z n Ir W n r W z O Q PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL #5 TO BE HOOKED INTO SIDE VERTICALS °• . l BAR SIZE .. LENGTH LAP SPLICE "A" ,43 a td° ' 1 #3 17/8 41/4 NON e e 21/2 V. TYPI AL SHEAR WA L SEGMENT e 31/8 7 11 3/4 25 #6 a a e 14 30 . 43/8 9 13/16 a •. n 35 e a. a.e "' . WINDOW BY BUILDER . d e a•e: ..e .ae � e FOR FILLED CELL e e.. _ W MORE INFO \ INFO. MIN. (1) IS REQ'D . I, °• . l BAR SIZE BEND 0 LENGTH LAP SPLICE "A" "B" ,VC„ td° ' 1 #3 17/8 41/4 NON -SHEAR WALL AT e 21/2 V. TYPI AL SHEAR WA L SEGMENT #5 31/8 7 11 3/4 25 #6 33/4 e 14 30 . 43/8 9 13/16 a •. n 35 FRAME INFILLRAROU "' x )06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4 = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE "A" "B" ,VC„ "D„ #3 17/8 41/4 NON -SHEAR WALL AT OPENING 21/2 V. TYPI AL SHEAR WA L SEGMENT #5 31/8 7 11 3/4 25 #6 33/4 e 14 30 . 43/8 )06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4 = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE "A" "B" ,VC„ "D„ #3 17/8 41/4 7 15 #4 21/2 5 5/8 LINTEL PER PLAN 20 #5 31/8 7 11 3/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 a •. n 35 FRAME INFILLRAROU "' x )06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4 = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE "A" "B" ,VC„ "D„ #3 17/8 41/4 7 15 #4 21/2 5 5/8 LINTEL PER PLAN 20 #5 31/8 7 11 3/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 TRANSOM OPENING 35 FRAME INFILLRAROU "' x WINDOW BY BUILDER . SEE FOUNDATION ' ^PLAN SEE WF01/SD2 FOR FOR FILLED CELL _ W MORE INFO \ INFO. MIN. (1) IS REQ'D . O 0 ON EITHER SIDE U.N.O. 1 IM C0 W Lac) i 0 Z M +.. > W 0 (2) 2X8 WOOD HEADER — '0 NII -0 TURNED SIDEWAYS. ) ATTACH THE FIRS1r PLY 2X8 TO MASONRY WALL W/ C---' DRAFTING: — ... .._.. --- ---- " -STRUCT: EA SIMPSON HUS26 HANGER @ QC CHECK: CC DOOR OPENING '; .. A. END. USING (6)13/16" DIA. JOB No. TM - 2141336 SCALE: AS INDICATED X 1 3/4" TAPCONS INTO :.' MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1 ST PLY W/10d STAGGERED @ 6'. O.C. LINTEL AT TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE "A" "B" ,VC„ "D„ #3 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 #5 31/8 7 11 3/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 'd e e: a . a 4. AT. a.'. A' 40 LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" U STANDARD 180° HOOK #3=2Y2' #4=2Y2 #5=2Y2' #6=3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR `-8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL UJI STANDARD LINTELS STANDARD LINTEL NOTES o MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 /10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. T-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. Q 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 8" BEARING EA. END f– 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LU 5'-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS 5'-10" 570 1232/1101 3480/1631 8360/3707 8825/3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR � Z 6'-10" 488 991 /991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. 0 T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD 0 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 9'-10" 315 618/618 1533/1247 2781/2777 4754/2536 ADEQUATE FOR THE LOADS. 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING Z V 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO p (n 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND W 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. m C) 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 MATERIALS o 14'-0" 0 424/424 1234/1234 1779/0 2662/0 14'-8" 0 379/0 1160/0 1660/0 2439/0 1. fc PRECAST LINTELS = 3500 PSI. O J 0 288 / 0 950 / 0 1379 / 0 1997 / 0 L- 16'-8" 2. fc PRESTRESSED LINTELS = 6000 psi. 18'-8" 0 224/0 750/0 1177/0 1676/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. o -4 ' 19" 0 180/0 598/0 1114/0 1468/0 N19'-420'-8" 0 177/0 598/0 1024/0 1441/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE W Lu 21'-4" 0 164/0 550/0 981/0 1376/0 STRENGTH = 1900 PSL 23'-4" 129/0 450/0 824/0 1147/0 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE LL RECESSED LINTELS -FILLED 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. MAX. CLR; OPENING 8R6-1B/8R6-OB 8R14 -113/8R14-06 8R22-1B/8R22-OB ` 1 II'1i f��of000 w 3 -0 1691/1360 5206/3280 8060/5421IL LINTEL DESIGNATION SCHEDULE ""@• d°p�, .,� �. 3'-4' 1425/1130 5206/3280 8060/5421 •°°" >� ® 04 d, T-6" 1320/1042 5206/3280 8060/5421 LINTEL F = FILLED WITH GROUT / �. • . C'1 W 3'-8" 1230/963 5206/3280 8060/4946 MARK REQUIREMENTS U = UNFILLED R =RECESSED*„', ®� Z Z 4'-0" 1081/866 4567/2992 8060/2839 QUANTITY OF #5 REBAR @ Ujrz 5' 0" 846 / 598 3810 / 1716 8060 / 2649 O 8RF6-0B/1T BOTTOM OF LINTEL CAVITY ,.. �, 6'-0' 693/458 2738/1600 7747/7915 8F16-1B/1T ®� �� �°• �y � � Q� T-0" 526/375 1 1568/1568 5743/5743 O 8F8-OB/1 T �—QUANTITY OF #5 REBAR AT TOPS✓'as •,®®•" 415/273 1436/1516 5743/5743 J O 9-101, 415/273 1436 / 1516 3129 / 3129 O 8RF14-16/1 T NOMINAL HEIGHT /, ," 19Ao%r® o NOMINAL WIDTH 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O -HYPE DESIGNATION w 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-OB/1T _j Lu Z LINTEL PLAN J U Q 1/8 =1 —011 CL 0 8F16-0B/1T 1-1/2" CLEAR p 0 O 8F20-1B/1T Q 44 w #5 REBAR AT TOP MIN. (1) REQ'D Z Oo e'• / ci O 8F20-OB/1T U –' C 0 0 aC.M.U. O 8RF22-1B/1T 00 °Y GROUT H ,r ° OK 8F24-1B/1T z #5 REBAR AT BOTTOM OF LINTEL Q 0 0 ifl • CAVITY U O 8RF22-0B/1T —BOTTOM REINFORCING PROVIDEDc 7-5/8" ACTUAL IN LINTEL (VARIES)CD GC) U O 8F24-OB/1T 8 NOMINAL WIDTH z0 " z N 8RF30-1B/1T FILLED 0 O 8F32-1B/1T A 1-1/2" CLEAR QR 8RF30-0B/1T LLI ¢ w #5 REBAR AT TOP MIN. (1) REQ'D � = n•. :' O 8F32 -0B/1T ¢ Q C.M.U. _z (D 8F38 -1 B/1 T — �GROUT 0 U) Z 0 8F12 -1 B/1 T • Q 0 0 8F48 -1 B/1T�� BOTTOM REINFORCING PROVIDED L W Q 7-5/8" ACTUAL IN LINTEL (VARIES) O C, i1 O NOT USED 8" NOMINAL WIDTH� oej + p x NOT USED UNFILLED ¢ .. j Z 0 — J 0- J O NOT USED W =J za O NOT USED 11 ' W W 1-1/2" CLEAR z e #5 REBAR AT TOP MIN. (1) REQ'D W W �'• o z W w TOP KNOCK OUT/ LINTEL BLOCK (0 0 F- w A' COURSE 00 M a #5 REBAR AT BOTTOM MIN. (1) F_ -- 11 116 GA POWERS STEEL BOXED 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 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 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � G a a d 4 "" 'd e e: a . a 4. AT. a.'. A' 40 LAP SPLICE EMBEDDED STANDARD 90° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" U STANDARD 180° HOOK #3=2Y2' #4=2Y2 #5=2Y2' #6=3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR `-8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL UJI STANDARD LINTELS STANDARD LINTEL NOTES o MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 /10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. T-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. Q 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 8" BEARING EA. END f– 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LU 5'-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS 5'-10" 570 1232/1101 3480/1631 8360/3707 8825/3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR � Z 6'-10" 488 991 /991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. 0 T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD 0 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 9'-10" 315 618/618 1533/1247 2781/2777 4754/2536 ADEQUATE FOR THE LOADS. 10'-8" 292 567/567 1366/1366 2423/2308 4006/3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING Z V 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO p (n 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND W 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. m C) 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 MATERIALS o 14'-0" 0 424/424 1234/1234 1779/0 2662/0 14'-8" 0 379/0 1160/0 1660/0 2439/0 1. fc PRECAST LINTELS = 3500 PSI. O J 0 288 / 0 950 / 0 1379 / 0 1997 / 0 L- 16'-8" 2. fc PRESTRESSED LINTELS = 6000 psi. 18'-8" 0 224/0 750/0 1177/0 1676/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. o -4 ' 19" 0 180/0 598/0 1114/0 1468/0 N19'-420'-8" 0 177/0 598/0 1024/0 1441/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE W Lu 21'-4" 0 164/0 550/0 981/0 1376/0 STRENGTH = 1900 PSL 23'-4" 129/0 450/0 824/0 1147/0 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE LL RECESSED LINTELS -FILLED 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. MAX. CLR; OPENING 8R6-1B/8R6-OB 8R14 -113/8R14-06 8R22-1B/8R22-OB ` 1 II'1i f��of000 w 3 -0 1691/1360 5206/3280 8060/5421IL LINTEL DESIGNATION SCHEDULE ""@• d°p�, .,� �. 3'-4' 1425/1130 5206/3280 8060/5421 •°°" >� ® 04 d, T-6" 1320/1042 5206/3280 8060/5421 LINTEL F = FILLED WITH GROUT / �. • . C'1 W 3'-8" 1230/963 5206/3280 8060/4946 MARK REQUIREMENTS U = UNFILLED R =RECESSED*„', ®� Z Z 4'-0" 1081/866 4567/2992 8060/2839 QUANTITY OF #5 REBAR @ Ujrz 5' 0" 846 / 598 3810 / 1716 8060 / 2649 O 8RF6-0B/1T BOTTOM OF LINTEL CAVITY ,.. �, 6'-0' 693/458 2738/1600 7747/7915 8F16-1B/1T ®� �� �°• �y � � Q� T-0" 526/375 1 1568/1568 5743/5743 O 8F8-OB/1 T �—QUANTITY OF #5 REBAR AT TOPS✓'as •,®®•" 415/273 1436/1516 5743/5743 J O 9-101, 415/273 1436 / 1516 3129 / 3129 O 8RF14-16/1 T NOMINAL HEIGHT /, ," 19Ao%r® o NOMINAL WIDTH 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O -HYPE DESIGNATION w 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-OB/1T _j Lu Z LINTEL PLAN J U Q 1/8 =1 —011 CL 0 8F16-0B/1T 1-1/2" CLEAR p 0 O 8F20-1B/1T Q 44 w #5 REBAR AT TOP MIN. (1) REQ'D Z Oo e'• / ci O 8F20-OB/1T U –' C 0 0 aC.M.U. O 8RF22-1B/1T 00 °Y GROUT H ,r ° OK 8F24-1B/1T z #5 REBAR AT BOTTOM OF LINTEL Q 0 0 ifl • CAVITY U O 8RF22-0B/1T —BOTTOM REINFORCING PROVIDEDc 7-5/8" ACTUAL IN LINTEL (VARIES)CD GC) U O 8F24-OB/1T 8 NOMINAL WIDTH z0 " z N 8RF30-1B/1T FILLED 0 O 8F32-1B/1T A 1-1/2" CLEAR QR 8RF30-0B/1T LLI ¢ w #5 REBAR AT TOP MIN. (1) REQ'D � = n•. :' O 8F32 -0B/1T ¢ Q C.M.U. _z (D 8F38 -1 B/1 T — �GROUT 0 U) Z 0 8F12 -1 B/1 T • Q 0 0 8F48 -1 B/1T�� BOTTOM REINFORCING PROVIDED L W Q 7-5/8" ACTUAL IN LINTEL (VARIES) O C, i1 O NOT USED 8" NOMINAL WIDTH� oej + p x NOT USED UNFILLED ¢ .. j Z 0 — J 0- J O NOT USED W =J za O NOT USED 11 ' W W 1-1/2" CLEAR z e #5 REBAR AT TOP MIN. (1) REQ'D W W �'• o z W w TOP KNOCK OUT/ LINTEL BLOCK (0 0 F- w A' COURSE 00 M a #5 REBAR AT BOTTOM MIN. (1) F_ -- 11 116 GA POWERS STEEL BOXED 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 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 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, � Q >W z z��� J_ 0 i H W C W 4 "" 2 ) Z 225 C co UJI j COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, � Q >W z z��� J_ 0 i H W C W DATE: 07/18/14 S501 ) Z C co UJI 0 Z11 ) Z 0 _ W O 0 1 IM C0 W Lac) i 0 Z M > W 0 �- — '0 NII -0 ) ) STRUCTURAL ENG: BED C---' DRAFTING: — ... .._.. --- ---- -STRUCT: EA QC CHECK: CC JOB No. TM - 2141336 SCALE: AS INDICATED DATE: 07/18/14 S501 (1) #5 FROM FTG. TO TIE BEAM - ` SPLICE TO BE MIN. 251' GROUT SPLICE TO BE MIN. 25" GROUT CELL SOLID FIBERMESH REINF. OVER CELL SOLID I 3-1/2" CONC. SLAB w/ 8" CMU BLOCK FIBERMESH REINF. OVER U) LIJ ELEV. 3-1/2" CONC. SLAB w/ I' z FIBERMESH REINF. OVER REINF. OVER 6 MIL d e�. 6 MIL VAPOR BARRIER II VAPOR BARRIER A 4. e —45° 00 4 14 00 GRADE z 0 U) Z' W — GRADE PIPE .41 %° GRADE FILL @ 95% STANDARD CLEAN COMPACTED — 00 FILL t T LU °°>O I—III—I III—III—I --1 SEE PARTY WALL I °a4 d (l o FOOTING Q U_ 11=1 1 1=1 I h' PER PLAN PIPE SIZES LARGER Q C-6 THAN THE (SIDE VIEW) (2) #5 BARS CONT. III=I I-1 W/ 3" COVER TYP. � d I-1 7' TYPICAL I o 3-1/2" CONC. SLAB w/ FIBERMESH REINF. DENSITY (1) #5 FROM FTG. _ (2) #5 BARS CONT. — SHALL BE V-4" WIDE w/(3) #5 BARS W/ 3" COVER TYP. 01=02 GARAGE CLEAN COMPACTED V-4" FILL @ 95% STANDARD DETAILS (S7) FOR THREADED ROD DENSITY WHERE 2ND STORY OCCURS, FTG � SHALL BE V-4" WIDE w/(3) #5 BARS FIBERMESH REINF. MF01 TYP. EXT. FOOTING OVER 6 MIL. VAPOR BARRIER SCALE: 314" =1'-0" (1) #5 FROM FTG. TO TIE BEAM RODS 6" FROM EA. END OF WALL SPLICE TO BE MIN. 251' GROUT RODS 6" FROM EA., END OF WALL CELL SOLID FIBERMESH REINF. OVER 8" CMU BLOCKII 3-1/2" CONC. SLAB 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER U) LIJ ELEV. 6 MIL VAPOR BARRIER W z q REINF. OVER 6 MIL d e�. o ° 1 VAPOR BARRIER W m —45° 0 ° 14 00 GRADE z 0 U) Z' W — r' PIPE .41 %° GRADE FILL @ 95% STANDARD CLEAN COMPACTED — FILL t T LU °°>O I—III—I III—III—I --1 SEE PARTY WALL I °a4 d (l o FOOTING Q U_ 11=1 1 1=1 I h' PER PLAN PIPE SIZES LARGER Q C-6 THAN THE (SIDE VIEW) (2) #5 BARS CONT. III=I I-1 W/ 3" COVER TYP. CLEAN COMPACTED 7' TYPICAL FILL @ 95% STANDARD 3-1/2" CONC. SLAB w/ FIBERMESH REINF. DENSITY (1) #5 FROM FTG. WHERE 2ND STORY OCCURS, FTG O Z SHALL BE V-4" WIDE w/(3) #5 BARS 01=02 GARAGE CURB FOOTING SCALE: 3/4" =1'-0" SLOPPED GROUT TO DRAIN SEE PLAN FOR STEP OPTIONAL CURB g�� ,_ (G.C. TO VERIFY) OPTIONAL 'I` ----'I" REINF. SEE 3-1/2" CONC. SLAB w/ CURB FOR ` PLAN FIBERMESH REINF. OVER MAS. @ ELEV. 6 MIL VAPOR BARRIER 0'-0" w/ (1) #5 BAR CONT: ° 4 GRADE 7 47 — —8" 4" _ MUDDED I=1=1 I-1 I I=1 I + : •• — �- FLOOR CLEAN = _ _ -_� = a • • 1 =1 I= ° d° � I—I I=—_� I—, I I—I I — SLOPED COMPACTED (=III=I = —111 = 1=1117III —III—III TO DRAIN FILL @ 95% —1 II I IDI 11—I I I IV I 1 I I _ STANDARD —111 — DENSITY 8" x 12" THICKENED —III III 1'-4" (2) #5 REBAR SLAB w/ (1) #5 CONT. -1 117-11 1—I I 1 i _III 111, ; 111, , 11 8" WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS 4�FO FOOTING SHOWER F08 THICKENED EDGE SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" 4 ---------- GARAGE TOP VIEW @ CORNER — — J GARAGE WALL 3-1/2" CONIC. SLAB w/ FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 4" v' M — — — 7-. 11 I==1 I FILLED CELL WOOD POST SEE Fjil,r r _ FLOOR PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE — BASE TO BE FILLED 13 SOLID CMU BASE w/ (1) #5 VERTICAL @ EACH DRIVEWAY BY CORNER. SEE FLR. PLAN FOR BASE BUILDER- SIZE CONCRETE OR PAVERS SEE FOUNDATION FOR PAD SIZE CONC. SLAB OR PAVERS PER PLAN I I 4 CLEAN COMPACTED^ -. I—III I— _ 8" -Q" THICKENED ° 1 7 8 ' '° ° ` I _� 11 FILL @ 95% STD. EDGE w/ (1) #5 DENSITY CONT. 1413 THICKENED EDGE GARAGE DOOR SCALE: 3/4" = 1'4" a =P1 viII'a....iiiiiiI .ra NOW 1.,. "4q C d ° O q: d 4. "d ° d. FRONT BASE 9 _d RODS 6" FROM EA. END OF WALL 8"CMU - RODS 6" FROM EA., END OF WALL SEE PARTY WALL FIBERMESH REINF. OVER FINISH PER 3-1/2" CONC. SLAB 6 MIL VAPOR BARRIER ELEV. w/ FIBERMESH W z III REINF. OVER 6 MIL FINISH FLOOR VAPOR BARRIER d... d' •' —45° 0 q W W PENETRATING • r' PIPE CLEAN COMPACTED COMPACTED %° GRADE FILL @ 95% STANDARD CLEAN COMPACTED — FILL t N W _ W PVC SLEEVE MIN. III—III—I --1 SEE PARTY WALL PT BOTTOM PLATE I — — FOOTING DIAMETER TO BE 2 11=1 1 1=1 I h' PER PLAN PIPE SIZES LARGER Q C-6 THAN THE (SIDE VIEW) PT BOTTOM PLATE PENETRATING PIPE DETAILS (S7) FOR THREADED ROD 3-1/2 CONC. SLAB " 7' TYPICAL FOUNDATION 3-1/2" CONC. SLAB w/ FIBERMESH REINF. a =P1 viII'a....iiiiiiI .ra NOW 1.,. "4q C d ° O q: d 4. "d ° d. FRONT BASE 9 _d NON-BEARING STEP DOWN SCALE: 3/4" = 1'4" MIN. 24" BEFORE ANOTHER STEP HOLD BEARING WALL W BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING < MIN 4" WITH FOUNDATION 2 1/4"WALL SCHEDULE WALL SCHEDULE Ii BELOW FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC. SLAB w/ (1) #5's CONT.oo 3-1/2" CONC. SLAB w/ INFORMATION FIBERMESH REINF. OVER INFORMATION FIBERMESH REINF. OVER � 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER W FIBERMESH REINF. OVER -� z 2x PT SILL PLATE 2x PT SILL PLATE Q N Wa � 0 g > 6 MIL VAPOR BARRIER CL LIZ Z r W 4e ° ° 'a° �° 9: •a •d d•.. a ,.q q e a 0�1:ii a 4" —f qd. 1 I=1 I—I z 4' ° aIr —- III—III-1 I w 0 CL I I _ _ _ - —_ _— I FIN— CLEAN1 F -- ; ry CLEAN COMPACTED 11=III 11=1 11= I COMPACTED z () FILL @ 95% STANDARD I I iii I i ,, I I CLEAN (2) #5 BARS CONT. W/ 3" COVER FILL @ 95% F5 CA 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD J LLI TYP. AT 2 STORY CONDITIONS 8„ 81, FILL@ 95% (3) #5 BARS REQUIRED AND 00DENSITY m 0 (2) #5 BARS CONT. W/ 3" COVER TYP. J (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY iY REQUIRED AND FOOTING TO O BE 20" WIDE LL RODS 6" FROM EA. END OF WALL 3-1/2" CONC. SLAB w/ — RODS 6" FROM EA., END OF WALL SEE PARTY WALL FIBERMESH REINF. OVER z 6 MIL VAPOR BARRIER (0 W W z III I d° 4I 4, q.. FA 7 d... d' •' —45° 0 q W W • CLEAN COMPACTED COMPACTED FILL @ 95% STANDARD WALL ASSEMBLY DENSITY NON-BEARING STEP DOWN SCALE: 3/4" = 1'4" MIN. 24" BEFORE ANOTHER STEP HOLD BEARING WALL W BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING < MIN 4" WITH FOUNDATION 2 1/4"WALL SCHEDULE WALL SCHEDULE Ii BELOW FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC. SLAB w/ (1) #5's CONT.oo 3-1/2" CONC. SLAB w/ INFORMATION FIBERMESH REINF. OVER INFORMATION FIBERMESH REINF. OVER � 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER W FIBERMESH REINF. OVER -� z 2x PT SILL PLATE 2x PT SILL PLATE Q N Wa � 0 g > 6 MIL VAPOR BARRIER CL LIZ Z r W 4e ° ° 'a° �° 9: •a •d d•.. a ,.q q e a 0�1:ii a 4" —f qd. 1 I=1 I—I z 4' ° aIr —- III—III-1 I w 0 CL I I _ _ _ - —_ _— I FIN— CLEAN1 F -- ; ry CLEAN COMPACTED 11=III 11=1 11= I COMPACTED z () FILL @ 95% STANDARD I I iii I i ,, I I CLEAN (2) #5 BARS CONT. W/ 3" COVER FILL @ 95% F5 CA 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD J LLI TYP. AT 2 STORY CONDITIONS 8„ 81, FILL@ 95% (3) #5 BARS REQUIRED AND 00DENSITY m 0 (2) #5 BARS CONT. W/ 3" COVER TYP. J (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY iY REQUIRED AND FOOTING TO O BE 20" WIDE LL 1=04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING JVF06INTERIOR BEARING LL ' SCALE: 3/4"-1-0 SCALE: 3/4"-14SCALE: 3/4"-14 11111/� % W 3/4" RECESS @ , U, 0 0 Z Z IT -PER MFG. SLIDING GLASS < , y V SPECS DOOR ' ° —11- 77374 . " CM BLOCK _ 4, 4 " SLOPE 8 CMU ®A?�e ®e�� ' O a d 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE 4 4 ° FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. b I a p .I i #5 CONT. REINF. 6 MIL VAPOR BARRIER 25" GROUT CELL SOLIDLU A ad SEE FOUNDATION m REFER TO PLANS FOR .4I FOR QUANTITY d LOCATION 0_ y a j}. a 4 1/2" CASING I O oo d..I A ., .. 2� CoALUMINUM THRESHOLD .e A p 4�4pf M #5 x 25" x 25" —° _ _ ° .� ° d 4 r q•—_ o a /(��`y N d d e 4' 4 °° ° ° t— C V 6 ° (2) #5 CONT. W/ 3" o : a 4, °.. d IaI CORNER BAR, ONE 3-1/2" CONC. SLAB _Tod. d .. _ _ =1,, Q ° d °I I _ _ ° I FOR EA. HORIZONTAL w/ FIBERMESH SLOPE ° —COVER A I i , � 4 a (2) #5 BENT BARS W/ °' a' e a IQI . q REBAR, TYP. U.N.O. REINF. AND 6 MIL 3/4" RECESS G Z ..r- .� — a' 4. VAPOR BARRIER —_ _ - U c O W -^�.. a —_MIN. 25 LAP SPLICE e w� __"_� ..._s.'° d �`° °. -�4a 4' __SII 'I—III VIII III (III 1' 111 _ U) -- Imm a 4 4 44 ,'a ° -' d SLOPE 1/4" (2) #5 BARS CONT.. U = I �I III = = I ° _ PER FOOT W/ 3 COVER TYP. 1'-4' CLEAN COMPACTED E a (2) #5 CONT — — — 16" MIN. — = d e ° FILL @ 95% STANDARD O0 U.,"�C* U _ _ VERIFY W1 DETAILS FOR REQUIRED a d d DENSITY G W/ 3 COVER. i 1— I — STEEL AT 2 STORY LOCATIONS PER MFG. q' q d 0�5' SPECS I ERIFY W/ DETAILS FOR REQUIRED 4 ° 0 O Q STEEL AT 2 STORY LOCATIONS EXP JOINT W m 6 F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMULid SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" U 1\� SEE PARTY WALL 1/2" x 7" J -BOLTS OR ALL THREAD DETAILS (S7) FOR 1/2" x 7" J -BOLTS OR ALL THREAD p 8" CMU BLOCK Q Q 0 RODS 6" FROM EA. END OF WALL 0 RODS 6" FROM EA., END OF WALL SEE PARTY WALL Z ]_A/� (0 j W AND @ 32" O.C. AND @ 32" O.C. DETAILS (S7) FOR 7 0 W W 0 WALL ASSEMBLY t N W _ W Z 0 SEE PARTY WALL PT BOTTOM PLATE 1=04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING JVF06INTERIOR BEARING LL ' SCALE: 3/4"-1-0 SCALE: 3/4"-14SCALE: 3/4"-14 11111/� % W 3/4" RECESS @ , U, 0 0 Z Z IT -PER MFG. SLIDING GLASS < , y V SPECS DOOR ' ° —11- 77374 . " CM BLOCK _ 4, 4 " SLOPE 8 CMU ®A?�e ®e�� ' O a d 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE 4 4 ° FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. b I a p .I i #5 CONT. REINF. 6 MIL VAPOR BARRIER 25" GROUT CELL SOLIDLU A ad SEE FOUNDATION m REFER TO PLANS FOR .4I FOR QUANTITY d LOCATION 0_ y a j}. a 4 1/2" CASING I O oo d..I A ., .. 2� CoALUMINUM THRESHOLD .e A p 4�4pf M #5 x 25" x 25" —° _ _ ° .� ° d 4 r q•—_ o a /(��`y N d d e 4' 4 °° ° ° t— C V 6 ° (2) #5 CONT. W/ 3" o : a 4, °.. d IaI CORNER BAR, ONE 3-1/2" CONC. SLAB _Tod. d .. _ _ =1,, Q ° d °I I _ _ ° I FOR EA. HORIZONTAL w/ FIBERMESH SLOPE ° —COVER A I i , � 4 a (2) #5 BENT BARS W/ °' a' e a IQI . q REBAR, TYP. U.N.O. REINF. AND 6 MIL 3/4" RECESS G Z ..r- .� — a' 4. VAPOR BARRIER —_ _ - U c O W -^�.. a —_MIN. 25 LAP SPLICE e w� __"_� ..._s.'° d �`° °. -�4a 4' __SII 'I—III VIII III (III 1' 111 _ U) -- Imm a 4 4 44 ,'a ° -' d SLOPE 1/4" (2) #5 BARS CONT.. U = I �I III = = I ° _ PER FOOT W/ 3 COVER TYP. 1'-4' CLEAN COMPACTED E a (2) #5 CONT — — — 16" MIN. — = d e ° FILL @ 95% STANDARD O0 U.,"�C* U _ _ VERIFY W1 DETAILS FOR REQUIRED a d d DENSITY G W/ 3 COVER. i 1— I — STEEL AT 2 STORY LOCATIONS PER MFG. q' q d 0�5' SPECS I ERIFY W/ DETAILS FOR REQUIRED 4 ° 0 O Q STEEL AT 2 STORY LOCATIONS EXP JOINT W m 6 F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMULid SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" U 1\� SEE PARTY WALL 1/2" x 7" J -BOLTS OR ALL THREAD DETAILS (S7) FOR 1/2" x 7" J -BOLTS OR ALL THREAD p 8" CMU BLOCK Q Q 0 COLUMN DETAIL SCALE: 314"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR PENETRATING • . °''' PIPE d.. LOOP TIE (TYP.) e z FOOTING PER PVC SLEEVE PLAN (FRONT VIEW) I FILL @ 95 /o I , CLEAN (3) #5 BARS STANDARD DENSITY. (3) #5 BARS III III —I 1 - COMPACTED FILL V_8" CONT. 2'-0-1 CONT. CLEAN @ 95% STANDARD TYPICAL FOUNDATION PARTY WALL TOP (2) #5 x 4'-0" — CENTERED AT PIPE PENETRATION a a d — �' I III—I1II Ilii— • • — 1T�TTT=1Tf - — _ 41F,I I—I -I = SEE FDN PLAN I—I FOR SIZE & REINF. (— PIPE VERTICAL THRU FDN SCALE: 3/4" =1'-0" COMPACTED FILL (3) #5 BARS DENSITY @ 95% STANDARD Z-0„ CONT. DENSITY /MF18� TYPICAL FOUNDATION GARAGE IlMF19� TYPICAL FOUNDATION CMU PARTY WALL SCALE: 3/4" =1'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE SLEEVE PENETRATION 4 4- 0 4 . W, a. =1— —100 4 I I=III—SEE FDN.I PLAN FOR SIZE & REINF. PIPE PERPENDICULAR TO FND PARTY WALL TOP (2) #5 x 4'-0" — CENTERED AT PIPE SCALE: 3/4” =1'-0" PVC OR SCH40 SLEEVE PIPE PARALLEL TO FND PENETRATIONSI SCALE: 3/4 - 1,-0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. RODS 6" FROM EA. END OF WALL WALL ASSEMBLY RODS 6" FROM EA., END OF WALL SEE PARTY WALL Z ]_A/� (0 j W AND @ 32" O.C. AND @ 32" O.C. DETAILS (S7) FOR 7 0 W W WALL ASSEMBLY t Z 0 SEE PARTY WALL PT BOTTOM PLATE C 0W O Q C-6 PT BOTTOM PLATE DETAILS (S7) FOR THREADED ROD 3-1/2 CONC. SLAB " SEE PARTY WALL 3-1/2" CONC. SLAB w/ FIBERMESH REINF. (1) #5 FROM FTG. Qj. U O O Z Z „ 3-1/2 CONC. SLAB w/ INFORMATION, ONLY w/ FIBERMESH REINF. DETAILS (S7) FOR THREADED ROD OVER 6 MIL. VAPOR W W) TO TIE BEAM � J FIBERMESH REINF. REQ'D AT WALL WITH UPLIFT OVER 6 MIL. VAPOR BARRIER IF - INFORMATION, ONLY BARRIER 2L1J SPLICE TO BE MIN. 25' GROUT CELL W 0 _ , LZ1 OVER 6 MIL. VAPOR H J REQ'D AT WALL WITH '' SOLID = ` Z ¢ a BARRIER C 0 STRUCTURAL ° UPLIFT = DRAFTING: h- -- 1 OU ° d SCALE: a dZ 4 Vi d. W °1- . ° 4 a e ° ° SD1 L 1_ 1, NNN ° ° •b d V^ . ° n 4 11���/// •4 'd•I ';'.=�� ° . z �O z .Q1Y W °° ' I — — a a = I—I I I� � � � — ae d ° .• — — _ 4 ' --I I— d d ~ LUee. LII= � •.d _ I --III - I I— — — — a: 4 d° °° — — _— ,. _—_ — — ° • ° . d ° "d• e• d I 1 I —I I- W 0 CLEAN COMPACTED -.. d ° °• —I I I� —III— •� 4 ,. '- I I I =_ I I- I—I I I—III—III III III— p L — COLUMN DETAIL SCALE: 314"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR PENETRATING • . °''' PIPE d.. LOOP TIE (TYP.) e z FOOTING PER PVC SLEEVE PLAN (FRONT VIEW) I FILL @ 95 /o I , CLEAN (3) #5 BARS STANDARD DENSITY. (3) #5 BARS III III —I 1 - COMPACTED FILL V_8" CONT. 2'-0-1 CONT. CLEAN @ 95% STANDARD TYPICAL FOUNDATION PARTY WALL TOP (2) #5 x 4'-0" — CENTERED AT PIPE PENETRATION a a d — �' I III—I1II Ilii— • • — 1T�TTT=1Tf - — _ 41F,I I—I -I = SEE FDN PLAN I—I FOR SIZE & REINF. (— PIPE VERTICAL THRU FDN SCALE: 3/4" =1'-0" COMPACTED FILL (3) #5 BARS DENSITY @ 95% STANDARD Z-0„ CONT. DENSITY /MF18� TYPICAL FOUNDATION GARAGE IlMF19� TYPICAL FOUNDATION CMU PARTY WALL SCALE: 3/4" =1'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE SLEEVE PENETRATION 4 4- 0 4 . W, a. =1— —100 4 I I=III—SEE FDN.I PLAN FOR SIZE & REINF. PIPE PERPENDICULAR TO FND PARTY WALL TOP (2) #5 x 4'-0" — CENTERED AT PIPE SCALE: 3/4” =1'-0" PVC OR SCH40 SLEEVE PIPE PARALLEL TO FND PENETRATIONSI SCALE: 3/4 - 1,-0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 7 Z ]_A/� j W Uj O 7 o t Z 0 C 0W O U m00 0 (r W W) � IF - 2L1J j J a=o 2 0 H H J D C 0 STRUCTURAL ENG: BED = DRAFTING: -STRUCT: EA — - -- QC CHECK: CC C JOB No. TM - 2141336 SCALE: AS INDICATED DATE: 07/18/14 SD1 2x6x12 P.T. OF OPENING CENTER BUCK _I 3/8" DIA. ANCHOR :: 2 X 4 P.T. TOP BUCK 2x6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) D02 GARAGE DOOR BUCK DETAIL THREADED ROD PER PLAN MIN. 6" FROM END OF CMU REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE 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 SCALE: 3/4" =1'4" D03 BEARING/SHEAR WALL TO CMU WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" PRECAST LINTEL, TYP. RECESS WHEN REQ'D MASONRY WALL - SEE PLAN NOTE: CUT BACK 2X8 P.T. @ TOP TO ALLOW CONT. 2X4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2X8 — 2X8 W/ (2) 16d TOE NA LS EA. END 2X4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2X BUCKS, SEE MD04FOR MORE INFO. 12 (NP) SEE ELEV' EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED. 2x BLOCKING 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EACH END TOP KNOCK OUT COURSE w/ (1) #5 CONT. CMU 1 KNEEWALL ABOVE �— PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" O/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN I II I II I CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS f, :UPLIFT CONNECTOR (SEE SCHEDULE) SCALE: 3/4"=,'-0" MASONRY WALL (2) 2x TOP PLATE ° A 1ETYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. ° raL_: STD HOOK • °a aI LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. w/ (2) - 8d EACH END END VIEW IVF01 ARCH WINDOW FRAMING DET. WOOD FRAME & CMU SCALE:,/2"=1'-0" PRE -MANUFACTURED CHIMNEY CAP (1) SPH4 EVERY OTHER STUD TOP OF CHIMNEY SHALL BE A MINIMUM OF 2'-0" ABOVE A POINT WITHIN 10'-0" TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM (3) 16d COMMON (2) 2x PT BUCK" W/ 1/2" O.S.B. BI IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FOI FASTEN PT 2x NAILER TO MAE SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.0 W STRUCTURAL SIZE TAPCONS (2) 2x #2 SYP SHEATHING ON BOTH 2x4 3/16" X 3" SEE PLAN FOR SIDES FROM TOP OF 2x6 3/16" X 3" I BEAM SIZE WALL TO BOTTOM OF 2x8 3/16" X 3" j 12" O.C. BEAM. ATTACHED PER 1.0/0.5 MIL w/ PRIMER 5. BUILDER FRAME NAILING SCHEDULE TO BOTTOM CHID & (3) 10d M I=1 1=1 11=1 I h' RADIUS AS REQ'D OTHERWISE SP2 CLIPS ' AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED V F 01 KNEEWALL AT ENTRY ---- - -- - "JTEL ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" j 12" O.C. 2 D041 2x BUCK DETAIL SEE TYPICAL HEADER FRAMING DETAILS FOR ADDITONAL INFORMATION NAILS (TYP.) HEADER LOCATIONE� 2x w/(2) 16d TOE NAILS EACH END 2x4 SPF CONT, BLOCKING ATTACH TO 7/16" OSB w/ (2) 8d NAILS 7/16" OSB EACH SIDE, w/ 6d NAILS((�� 16" O.C. TO SIDE & T9P NAILER 2x BUCKS, 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O C IN FIELD HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. w/ 2 - 8d EACH END END VIEW COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SCALE: 1/2" =1'-0" (2) LAYERS OF 3/4" C GLUED AND NAILED) STAGGERED (TYP. Al RAFTER) NOTE: PRE -ENG. COMMON' MAY BE USED ILO. CI SEE FRONT ELEVATII FOR WINDOW TYPE NOTE: USE SIMPSON OR H5 AT EACH END TRUSS/RAFTER (TYP 2x4 PLATES OVER R( DECK - SEE DETAIL E FOR FASTENING SPE__ SCALE: 3/4" =1'-0" 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE AS REQ'D I (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE _I BUILDER FRAME W RADIUS AS REQ'D KNEEWALL AT ENTRY @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS SCALE: 3/4" = V-0" NAIL SCAB TO TOP CHORD WITH (4) 0.131" x 3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131" x 3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131" x 3 1/4" TOE NAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL W01 CONNECTION OF PERP. SHEARWALL TO TRUSS SCALE: 3/4"=1'-0" ROOF SHEATHING - SEE FRAMING PLAN FOR NAILING SPECS 2x BLOCKING BETWEEN TRUSSES GLUED AND NAILED AT 6" O.C. 2x4 PLATES OVER ROOF DECK - SEE VALLEY FRAMING DTL. PRE ENGINEERED ROOF TRUSS BELOW 2X4 WD STUD CRIPPLE AT 16"O.C. 0 2X STUDS @ 16" O.C. FOR KNEE WALL O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP Oc CONT. ROOF SHEATHING NAIL PER PLAN u n v a O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. NOTE: ROOF SHEATH ING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. rDF01 DORMER FRAMING & BOTTOM PLATE CONN. DETAIL SICALE: 3/4" =1'-0" DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF OF THE NEAREST ROOF W 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 Q 2. SECURE w/(4) NAILS 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING 0 2X4 VERTICAL @24" O.C. ROOF PLAN FOR TYPE G-90 GALV. COATING MAX. PROVIDE (4) 10d NAILS FRAME OUT TO 3. REGULAR POLYESTER BLOCK EDGE 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 IN. 6. TO BOTTOM CHID & (3) 10d M I=1 1=1 11=1 I h' HURRICANE ANCHOR AT EACH DRAFTING: TRUSS (REFER TO ROOF PLAN) it ,� ELEVATION VARIES Z NAILS TO TOP CHORD EA + II- QC CHECK: CC -- (4) 16d COMMONS NAILED @ EACH END - GALV. FLASHING Lij LU JOB No. O SEE SHEET SD1 = -- SCALE: --... ...... .-. AS INDICATED FOR FTG DETAILS ~ + * ---------- Z `" "'•• 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED DATE 2X4 BLOCKING W/ (2) 16d * 4so TYPICAL WALL SECTION TO VERTICAL 2X4's COMMONS END NAILED TO Q O ~ Co n, O 2 VERTICAL 2X4's 00 1 i 0 Z ch + + C M01 CHIMNEY PRE-ENGINEERED TRUSS FRAMING DETAIL SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SCALE: 1/2" =1'-0" (2) LAYERS OF 3/4" C GLUED AND NAILED) STAGGERED (TYP. Al RAFTER) NOTE: PRE -ENG. COMMON' MAY BE USED ILO. CI SEE FRONT ELEVATII FOR WINDOW TYPE NOTE: USE SIMPSON OR H5 AT EACH END TRUSS/RAFTER (TYP 2x4 PLATES OVER R( DECK - SEE DETAIL E FOR FASTENING SPE__ SCALE: 3/4" =1'-0" 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE AS REQ'D I (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE _I BUILDER FRAME W RADIUS AS REQ'D KNEEWALL AT ENTRY @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS SCALE: 3/4" = V-0" NAIL SCAB TO TOP CHORD WITH (4) 0.131" x 3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131" x 3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131" x 3 1/4" TOE NAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL W01 CONNECTION OF PERP. SHEARWALL TO TRUSS SCALE: 3/4"=1'-0" ROOF SHEATHING - SEE FRAMING PLAN FOR NAILING SPECS 2x BLOCKING BETWEEN TRUSSES GLUED AND NAILED AT 6" O.C. 2x4 PLATES OVER ROOF DECK - SEE VALLEY FRAMING DTL. PRE ENGINEERED ROOF TRUSS BELOW 2X4 WD STUD CRIPPLE AT 16"O.C. 0 2X STUDS @ 16" O.C. FOR KNEE WALL O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP Oc CONT. ROOF SHEATHING NAIL PER PLAN u n v a O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. NOTE: ROOF SHEATH ING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. rDF01 DORMER FRAMING & BOTTOM PLATE CONN. DETAIL SICALE: 3/4" =1'-0" DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF J Q F - Z (2) 2x TOP PLATE w 0 (2) 2x #2 SYP w Z SEE PLAN FOR BEAM SIZE 2x4 SPF #2 KNEE WALL 00 ITH STUDS @ 16" O.C. U _ 2x PT BOTTOM w/ STRUCTURAL O PLATE I SHEATHING FROM TOP Z 0 OF WALL TO BOTTOM OF 0 V) WALL. ATTACHED PER W PRECAST NAILING SCHEDULE m LINTEL OR OTHERWISE SP2 CLIPS KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED 0 O � 1/2"x8" ANCHOR BOLT LL_ MASONRY OR TITEN HD @ 32" O.C. o WALL & 6" FROM EACH END N j W W p KNEEWALL AT ENTRY O Illllpl!!B� SCALE: 3/4" =1'-0" rA� 's r W 0 N LL PROVIDE STANDARD HOOKQ z (1) #5 IN TIE BEAM -- °� R�- •; " Focc as Q W rr oo •oa z 20!!lplllll.l J I --- � w II (1) #5 BAR IN PRECAST LINTEL' II I w (2) #5's VERTICAL IN � (n TFT GROUT FILLED CELL D- Uj II I (1) #5 VERTICAL IN g 0� GROUT FILLED CELL (IF W Z 0 .��� m REQ'D PER PLAN) Q Q7 ( I ENTIRE COLUMN TO rS 6 II I I BE GROUT FILLED SEE PLAN m z CL U Q o p U w �« O (D 13 Z yC> U NOTE: ALL HOOKS AND SPLICES TO BE' CONSTRUCTED AND SIZED PER NOTES z 0 - Q O D01 VERTICAL REINFORCING W Q m Of DETAIL SCALE: 3/4" =1'-0" 11 ) ROOF SHINGLES: STRUCTURAL SHEATHING W 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 Q 2. SECURE w/(4) NAILS CLIP EACH TRUSS -SEE 0 26 GA. GALV. FLASHING: ROOF PLAN FOR TYPE G-90 GALV. COATING 2. FRAME OUT TO 3. REGULAR POLYESTER BLOCK EDGE 1.0/0.5 MIL w/ PRIMER J Q F - Z (2) 2x TOP PLATE w 0 (2) 2x #2 SYP w Z SEE PLAN FOR BEAM SIZE 2x4 SPF #2 KNEE WALL 00 ITH STUDS @ 16" O.C. U _ 2x PT BOTTOM w/ STRUCTURAL O PLATE I SHEATHING FROM TOP Z 0 OF WALL TO BOTTOM OF 0 V) WALL. ATTACHED PER W PRECAST NAILING SCHEDULE m LINTEL OR OTHERWISE SP2 CLIPS KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED 0 O � 1/2"x8" ANCHOR BOLT LL_ MASONRY OR TITEN HD @ 32" O.C. o WALL & 6" FROM EACH END N j W W p KNEEWALL AT ENTRY O Illllpl!!B� SCALE: 3/4" =1'-0" rA� 's r W 0 N LL PROVIDE STANDARD HOOKQ z (1) #5 IN TIE BEAM -- °� R�- •; " Focc as Q W rr oo •oa z 20!!lplllll.l J I --- � w II (1) #5 BAR IN PRECAST LINTEL' II I w (2) #5's VERTICAL IN � (n TFT GROUT FILLED CELL D- Uj II I (1) #5 VERTICAL IN g 0� GROUT FILLED CELL (IF W Z 0 .��� m REQ'D PER PLAN) Q Q7 ( I ENTIRE COLUMN TO rS 6 II I I BE GROUT FILLED SEE PLAN m z CL U Q o p U w �« O (D 13 Z yC> U NOTE: ALL HOOKS AND SPLICES TO BE' CONSTRUCTED AND SIZED PER NOTES z 0 - Q O D01 VERTICAL REINFORCING W Q m Of DETAIL SCALE: 3/4" =1'-0" 11 ) ROOF SHINGLES: ROOF TILES: 1. MEETS ANSI/UL 790„ 1. CONC. OR CLAY TILES CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING 26 GA. GALV. FLASHING: 1. G-90 GALV. COATING 2. MEETS ASTM A527 3. REGULAR POLYESTER 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 IN. 6. CHROMATE TREATMENT M I=1 1=1 11=1 I h' HURRICANE ANCHOR AT EACH DRAFTING: TRUSS (REFER TO ROOF PLAN) it ,� ELEVATION VARIES PRE -ENG. WD --J TRUSS, 24" O.C. R-30 INSULATION 1/2" DRYWALL - 1x2 PT NAILER — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS 1/2" G.W.B. OVER VAPOR BARRIER W/ R4.1 INSUL. BETWEEN 3/4" P.T. VERTICAL FURRING @ 24" O.C. TOP OF MASONRY ALUM. DRIP EDGE 2x CONT. SUBFASCIA VENTED ALUM. SOFFIT TYP. SINGLE TIE -BEAM w/ (1) #5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG Ir> WINDOW PER FLOOR PLAN TEXTURED CEMTITUOUS FINISH, MIN. THK. ON CMU VERT REINF. BEYOND 0 o �a „ . 06 t: Z�i� J v za OU Uj Q Z 2 U �a „ . --8x8xl6 CONC BLOCK MAIN FLOOR ELEV 0'-0" w 0 W X0 U _j W LLJ Q = N! -J ^ IL I-- U) STRUCTURAL ENG: BED M I=1 1=1 11=1 I h' 'j DRAFTING: Z Z -STRUCT: EA II- QC CHECK: CC - U) Lij LU JOB No. O SEE SHEET SD1 = -- SCALE: --... ...... .-. AS INDICATED FOR FTG DETAILS ~ - ---------- Z `" "'•• DATE 07/18/14 4so TYPICAL WALL SECTION Q O ~ Co n, O 2 W Y O IM 00 1 i 0 Z ch CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO �a „ . --8x8xl6 CONC BLOCK MAIN FLOOR ELEV 0'-0" w 0 W X0 U _j W LLJ Q = N! -J ^ IL U) STRUCTURAL ENG: BED M I=1 1=1 11=1 I h' 'j DRAFTING: Z -STRUCT: EA II- QC CHECK: CC - U) LU JOB No. TM - 2141336 SEE SHEET SD1 = -- SCALE: --... ...... .-. AS INDICATED FOR FTG DETAILS ~ - ---------- - --- `" "'•• DATE 07/18/14 4so TYPICAL WALL SECTION CMU WALL SINGLE STORY SCALE: 3/4" =1'-0" SD2 WMR &ASSOCIATES, INC. is strictly prohibited. SIN DIA BE) PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 161 NAILS GABLI TRUSS TO PLT.@12" 0. MAX. CMU WALL ( LINTEL BEL( SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION �IMPSON A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H10A DIAGONAL TO TOP PLT.. FRAME WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD 2X TOP PLATE TO GABLE it END W/ 16d NAILS @ 6" O.C. FRAMING FOR FALSE BEAM, IF REQ'D 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE VERIFY IF w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 6E01 GABLE END @ FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR ALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D CONNECTION DETAIL SC REFER TO PLANS FOR EXACT SIZE OF O.H. 2x4 BLOCKS, (2) 16d NAILS @ EA. � 1'-4" MAX. END. BLOCK ADJACENT BAYS @ EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6. O.C. CONT. 2X4 (I SIMPSON H10A DIAGONAL TO (5) 16d NAILS BLOCKING 2X 4-S @ 24" O.C. BRACE TO BLOCKING SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propel 2x4 OUTLOOKERS @ 24"o.c. MAX. SHEATHING PER 2'-0" MAX. PLAN ATTACH PER NAILING SCHEDULE GABLE END SHEATHING (1) 2X4 BRACE W/(2)16d NILS TO TRUSS DBL. 2X8 9'-4" < H 414'-0" TOP PLT. — FASTEN PER PLAN. 2X8's@16" O.C. PROVIDE 2x4 BRACE TO (TYP.) —� ti 1'-9" MAX. k EA. ADJ. DIAGONAL FASTEN _ SPLICE AS REQ'D. I TO DIAGONAL w/(2) 16d W J @ 12" O.C. EACH FACE OR D *WHEN STUD LENGTH IS ( NAILS. 4 3 -ROWS 12d NAILS STAGGERED LESS THAN USE PROVIDE 2X BLOCKING FOR � W • @ 12" O.C. FOR 2x10 OR Y" LSTA30 STRAPS AT EACH I W NAILING STUD WRAPPED OVER I GABLE BRACING @ 48" 0 PRE ENG. TRUSS i O.C. MAX. 45° FROM ZEm11 HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' DOUBLE 2x SYP #2 w/ 1/2" " FROM EAVES. FLITCH PLATE HEADER (U.N.O.), F ATTACH JAMB STUDS I PROVIDE BLOCKING BETWEEN TRUSS BAYS @ Y 48" O.C. FOR FIRST 3 BAYS I SEE HEADER SCHEDULE FOR PER WF08/SD4 SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propel 2x4 OUTLOOKERS @ 24"o.c. MAX. SHEATHING PER 2'-0" MAX. PLAN ATTACH PER NAILING SCHEDULE END NAILq OUTLOOKER (1) 2X4 BRACE W/(2)16d NILS TO TRUSS DBL. 2X8 9'-4" < H 414'-0" TOP PLT. — PRE -ENG. ROOF TRUSS 2X8's@16" O.C. SEE SCHEDULE (TYP.) —� ti 1'-9" MAX. 1/2" GYP. BOARD CEILING NAILER AS REQ'D. — 1/2" GYP. BOARD ON PT. FURRING 2X4 BLOCKING@EA. OUTLOOKER (ROOF SHEATHING SPAN TO BE 2'-0" MAX.) END NAIL W/(2)16d NAILS EA. END (2)16d NAILS PLT. TO STUD TOP & BOTTOM(TYP.) (END NAIL PLTS. TO STUD) -SIMPSON H-10(TYP.) ---2X FACIA, END NAIL W/(2)16d NAILS@EA. OUTLOOKER HOLD WALL DOWN 3-1/2" FOR OUTLOOKERS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THK. 1/2" x 8" J -BOLT @ 32" O.C. AND 6" FROM EACH END w/ NUT & WASHER -CMU WALL BELOW -MSTAM-24 TYP. EACH SIDE OF EACH STUD. REFER TO WALL SPLICE DETAIL FOR FLASHING REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM E04 GABLE END VAULTED VAULTED CEILING SCALE: 3/4" = 1'-0" 2X4 ATTACHED TO EA. GABLE 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. w/ (2) 12d END NAILS @ EACH END TRUSS`—TRUSS DTC CLIP, (2) 8d NAILS INTO MASONRY WALL a... BLOCKING, (2) 1/4"x 2 3/4" OR LINTEL SEE TAPCONS IN CMU. OR PLAN •' SIMPSON META16 STD CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TRUSS --� . L --TRUSS 2x4 SYP #2 BLOCKING, @ 24" O.C. w/(2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION a@ FRAME WALL JF06 NON-BEARING WALL CLIP DETAIL SCALE: 3/4" =1'-0" 45' ; GABLE END SHEATHIN J dFASTEN PER P AN, SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS GABLE BRACING CHART H GABLE BRACING (+) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H tS 7'-0" (1) 2X4 BRACE 7'-0" < H 4 9'-4" (2) 2X4 BRACE (SEE SECTION A—A) 9'-4" < H 414'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @6"O.C. GABLE VERTICAL 2ND 2X4 BRACE IF i� REQUIRED, SEE x K._ — CHART A -A GABLE VERTICAL BRACING NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER (GE02 GABLE BRACING DETAIL SCALE: 3/4" =1'-0" y of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONE 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING TOENAILED @ EACH END.AT 24" O.C. PER PLAN (2) 16d TOE NAILS TRUSS PER PLAN BRACE TO LEDGER DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP @ EACH WEB PLATE z g LU W U) JL MASONRY WALL----::- OR ALL OR LINTEL SEE PLAN VAULTED CONDITION �-- DOUBLE TOP PLATE EXTERIOR SHEATHING. ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. —2x8 #2 SYP PT. BASE PLATE W/ 1/2"x8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END @ CMU CV DTC CLIP, (2) 8d NAL INTO = Lu BLOCKING, (2) 1/4"x 2 3/4" i -Z TAPCONS IN CMU. OR 0 SIMPSON META16 I I 7 c!r I'�11'I111// W Q 0 j -0 a �U U) '- W C) TRUSS PER PLAN LAY 2X4 BLOCKING OVER THE LINTEL PER PLAN d TOP OF THE BOTTOM CHORD. ATTACH w/ (2) 10d NAILS @ EACH TRUSS BEARING CONDITION @ CMU WALL CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) ---� PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW / 24'S @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION (CF01),FIELD FRAMED VALLEY DETAIL L SCALE: 3/4" =1'-0" Uj e a•Am�.,r ee o. g �(m1m 'O _W o .�•;� Z Z R, -CQ P N O 00 I— �,o►llaor►arr� U_ cn W J d U Z Oak CJS ch �, N LU o a- U Q ...0 LL pUl C Z4 U — O�� U) O O o_ Li 2X8 RIDGE W BOARD I U NOTE: CONTRACTOR TO NAIL 1st KING S STUD INTO HEADER PER HEADER Lu SCHEDULE THEN ATTACHED ' 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED - SIMPSON SP2 TYP. TOP AND SEE SCHEDULE BOTTOM IF HEADER IS NOT ti � k FLUSH AGAINST TOP PLATE I _ 2 -ROWS 12d NAILS STAGGERED L I 4 W J @ 12" O.C. EACH FACE OR D *WHEN STUD LENGTH IS ( 4 3 -ROWS 12d NAILS STAGGERED LESS THAN USE � W • @ 12" O.C. FOR 2x10 OR Y" LSTA30 STRAPS AT EACH I W i GREATER HEADER ` STUD WRAPPED OVER I 0 i TOP PLATE & NAILED TO ZEm11 HEADER EACH SIDE w/ (11) 10d NAILS I DOUBLE 2x SYP #2 w/ 1/2" " FLITCH PLATE HEADER (U.N.O.), F ATTACH JAMB STUDS I Y I SEE HEADER SCHEDULE FOR PER WF08/SD4 � 0 CONNECTION INFORMATION 0 m 00 W L FILLING AND BLOCKING AS DOUBLE 2x CRIPPLE I M �-- I REQUIRED FASTENED TO STUD TYPICAL ] i' 0 - - LU I HEADER w/ (2) ROWS OF 12d (U.N.O.) I @ 16" O.C. UNLESS NOTED L I I OTHERWISE C 13 - - STRUCTURAL STRUCTURAL ENG: BED 2x STUDS TYP. �I DRAFTING: ... _.............. __._......_. -STRUCT: EA __.. .. ----- - - 1/2" THREADED ROD EACH SIDE OF F QC CHECK CC HEADER (CENTERED Win TOP PLATE V JOB No. TM - 2141336 OR 6" FROM JAMB STUDS) w/ MIN 6" SCALE: AS INDICATED DATE: EMBEDMENT INTO FOUNDATION ONLY F @ BRG WALL LOCATIONS W/ UPLIFT 100 OA'FNN BOTTOM PLATE " G ,, e; [ �;PT ( F AF09 WALL HEADER ET '� — 4 - ' DETAIL A SCALE: 1/2" =1'-0" �ULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ] J 0 Lu ' 06 i W 0 ti � H J _ < LL O U 4 W J W Z Z W O 0 � W v W SD3 i Z j t0 LLJ 0 ZEm11 C Z 0 W Y � 0 0 m 00 W L 5 0 Z M �-- ] i' 0 - - LU 0 F- -13 13 - - STRUCTURAL STRUCTURAL ENG: BED DRAFTING: ... _.............. __._......_. -STRUCT: EA __.. .. ----- - - - - QC CHECK CC JOB No. TM - 2141336 SCALE: AS INDICATED DATE: 07/18/14 SD3 2x DBL TOP LU 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4 MIN. 15/3Z' SHEATHING w z O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. 3/8"SHEATHING PER X 4'/z" SIMPSON SDS SCREWS @ 16" O.C. MAX. 2 PLATE BEYOND _ _ PLAN ATTACH TO GABLE END STUDS W/ (2) 1/41" X 3'/" o 0O Q O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN W SIMPSON SDS SCREWS @ 16" O.C. MAX. _ _ _ _ _ — — — — — — -- — 7�1 a = O NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS Q—O 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT' SYP #2 TT 1 — 7 — IT a LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I 6 I I I I I I I I I I � ® NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS SPACING EXTERIOR WALL I I I I _ II_ _ II_ _ _II_ _ _II O STAGGER ALL VERT, PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2 OR TRUSS III@ 3 O.C. :. 2X12 BOX HDR w/ 2x8's 70P &BOT., III III I I I I I I I I WALL ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 SHEATHING q TO 2X12 AT WALL TO BE FASTENED TO III III II II I I I SPLICE, SEE COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM 1/2" PRECAST LINTEL w/ (2)ROWS STAGGERED ~ 12 2x4 SYP #2 OR PRE-ENGINEEREDT W ROOF TRUSSES @ 24" O.C. MAX. (I I OPENING III I I I I I I I SPLICE DETAIL. w w O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. SEE PLAN 4 MAX 1/8" SPACE W U) MEMBER IF GABLE END LINTEL SEE 0 DESIGNED FOR SHINGLE ONLY III III II II II = } DOUBLE NAIL EDGE SPACING v� III 3 III I I I I I I I BETWEEN J co PLAN W z ROOF SHEATHING ATTACHED PER PANELS a III TYP. III II II II II � p NOTE: EXTERIOR SHEATHING i LU NAILING SCHEDULE a p III AROUND III I I I I I I 2x STUDS BEYOND, F_ _j 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT I O OPENING SEE PLAN FOR < a RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT STUD TRANSOM SIMPSON III I) I II II I( II C� Q �'- I SLOPE AS REQ'D U � _ _ _ MORE INFO f- F- O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE I i (D H3 CLIP (4) 10d NAILS FOR CONY. III III I I I I I I I W z U) I i Z_ C) FRAMED MEMBERS ONLY 71 71 w = 2 BETWEEN EXTERIOR PLAN I I I I I I I I I I¢ SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING &BLOCKING III III I I I I I I I I o W O �- GYPSUM I I 2X6 P.T. SYP. #2 CONT. w/ (2) _� W 2x4 SYP #2 OR I I I II I J p STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS I 1/4" X 4" TAPCONS @ 16" O.C. m FASCIA PER COMMUNITY SPECS U) Co REQUIRED BETWEEN STUDS. WALLBOARD PRE-ENGINEERED ROOF L�I I s =IL ILL — - - — — — _I- — - OW U_ N � JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY Q TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ SYSTEM -0 p c � 1/8" GAP PLAN FLOOR O (2) 1/4" X 4'/z' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — NAILING PER 4'-0" MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/2' SCHEDULE PKT SGD U_ ATTACH SDS SCREWS @ UD16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP &SIMPSOo IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ N - - - -- — - LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS EACH END rW SD01 SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION POCKET LL O SCALE: 3/4 - 1-0 SCALE: 3/4"-1-0 SCALE: 3/4 -1-0 „_- SGD W/ TRANSOM o X%�j tillIll//W NOTES: _4 masa \; a°°ate i�_4 ♦i e d 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN + + L„ aaa 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + +) ; �^rJ Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PIPE OR DUCT W/ PENETRATION 141 CC PLATE LENGTHS MUST BE AT EDGE DISTANCE = 4 Q PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING o LEAST 8'-0" LONG. TYP. PER DETAIL SEE TRUSS PLAN �' 4a' � OF MORE THAN 50% OF TOP TO BLOCK OUT TOP PLATE @ 24' O.C. w/ (3) 12d (a a FOR MORE INFO "'i .� °9 a° �. = Q PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3" O.C. ATTACH W/ 2 10d NAILS O.C. NAILS @ EAALONG w/. END i♦ •°® aaa Cj �`» — »aaa ( () ) 2 EDGE 3" EDGE 5 EDGE CONNECTORS ♦'�r aaa ��°�� J O PSPN516Z W/ (12) 16d NAILS TYP. SOLID BLOCK w/ 2x6 TOP & BOT. 0 10d x 3" DOUBLE 10d @ 3" O.C. 2x4 STUDS PER DOUBLE 2X4 TOP PLATE 10d x 3 w + + + + drop►1111���® FRAMING PLAN " +++ + + TOP SPLICE COMMON o p @ 2x8 #2 SPF VERTICAL 0 0 o O w z 4" 4 24" O.C. w/ EXTERIOR CL u w 3" w w U [n J Q lo lo 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d 2 MjN _ _ Q ¢ NAILS @ EACH BRACING 0 C7 48„ Ln I � 5° Ln 4 1/2" IL w (4) 12d NAILS INTO TRUSS & (3) 12d U 4.1, 10d x 3" o TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p (C co N, 2x4 BEYOND AGAINST COMMON d @EACH VERTICAL Q Jar, N 2x8 STUDS w M () O o TOP SPLICE Od x 3" p p N c� TRANSOM BETWEEN LINTELS r T TOP COMMON W z SEE PLAN FOR 0 z ATTACH 2X STUDS TO TOP ATTACH 2X STUDS O O p OPP. SIDE Q Q o U z a a 10d x 3" LINTEL INFO SLOPE AS REQ'D Q 2 Q PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I I W I I U) I I z OPP. SIDE EA. SIDE TYP. AT ALL ) DOUBLE 2X8 EA. SIDE TYP. AT ALL Q --v 2x6 #2 SYP P.T. CONT. w/ (2) U TOP PLATE 1/4" x 3 1/2" TAPCONS 12" `*= EXTERIOR CONDITIONS EXTERIOR CONDITIONS @ 0' FRAMING PLAN COMMON 2x8 STUDS PER 01 OERTICALLY EVENLY Z0��,�Cn U BOTTOM SPLICE O �+v OPP. SIDE q OVER STUD TOP PLATE TRANSITION CL DISTANCE PER PKT. SGD 2x6 F5 O„s DETAIL ATTACHMENT BY (2) 2X4's (2) 2X6's I(2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d 0O 2 2x COLUMN INSIDE PLY NAILS NAILED AT 8” O/C NAILS @ 4" O.C. TO 2x4 MEMBERS d TYP. BRG WALL TOP PLATE SPLICE ( � STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S 4FO „_ , WF0 2x BUILT-UP STUD SCALE. 3/4 -1 0 (3> or (4> 2x COLUMN (PS02 SECTION AT POCKET W COLUMN DETAIL SCALE: 3/4" =1'-0" ~ SLIDER .SCALE: 3/4" =1'-0" � I— c, z E ROOF SHEATHING, 2 2x TOP PLATE � �_ STRUCTURAL SHEATHING � O x x Q � � ATTACHED PER NAILING I PLAN NAIL PER PLAN SCHEDULE DOUBLE TOP PLATE x x O < LL LU (2) 2x BUILT-UP COL Z SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 06 SP2 @ EACH STUD z 2X4 #2 SPF O 2x4 #2 SYP CONT. w/ (2) 16d g NAILS @ EACH END BLOCKING @ Q W Z „! A COMMON NAILS EACH STUD OR a �5 TRUSS MEMBER, TYP. (MAX.24" SIMPSON LSTA30 w/ 24" O.C.w/ (2) U ffi PRE-ENGINEERED W 16d END NAILS _ F F W (22) 10d NAILS (ALL CORNER -j TOAPCON5 MASONRY, USE (2) 1/4 EXTERIOR SHEATHING coEACH END LU ROOF TRUSS -SEE CONDITIONS STRAP EMBEDMENT @ 24" O.C. FRAMING PLAN FOR NAIL PER PLAN AROUND TALLER STUD) _ < Q .. SPACING j_� LPRE-ENGINEERED ROOF TRUSS - F- 0 TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR U Ldp U MORE BRG. WALL INFO W W Q CONNECTION x x WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL, SEE PLAN x x Q J Z z (2) 2x TOP PLATE I I a. 0 2X8 #2 SPF VERTICAL @ 24" O.C. o I— 0 SEE PLAN FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ � 2 MIN (2) 2x UNDER GIRDER (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O f— T LOW ROOF TRUSS U.N.O. FOR MORE U D ERA O ATTACHED PER NAILING U � LD02 LEG INFOR SCHEDULE END (4) 12d NAILS Q W SIMPSON LSTA24 @TOP &BOTTOM Z W SCALE: 3/4" =1'-0" EACH STUD p 2X BRG WALL, SEE PLAN e a 2x8 w/ (2) 10d NAILS (n 0 FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL MIN (2) 2X UNDER GIRDERLA SEE PLAN FOR ATTACH 2x TO BUILT-UP PKT SGD ~ PT POST (AS NOTED) TRUSS U.N.O. CONNECTION w/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. ATTACHEDMENT (0 Z Z CONTRACTOR MAY ELECT TO BUCKET BY BUILDER SHORT SPAN BEAM INTO LONG SPAN AS O CID INDICATED ON BEAM SCHEDULE. IF BUCKET INSTALLED THE SHORT SPAN STRAP IS F1 SECTION AT DOUBLE BEARING41714WALL STEP BEARING (PS03 SECTION AT POCKET Z LLJ NOT REQUIRED. N EXTERIOR BEAM AS NOTED SCALE: 3/4" = 1'-0" FRAME WALL SCALE: 3/4" = 1"-0" SLIDER SCALE: 3/4" =1'-0" 0 W = 11 HTS20 CLIP FROM POST TO BEAM Z LAP BEAM PLYS AND NAIL AS SHOWN A Z 0 (5) 0.131 x 3 1/4" NAILS PER PLY F_ 0 HTS20 CLIP FROM POST TO BEAM eco„ 2;0„ F - Uj EXTERIOR BEAM AS NOTED L9,o ROOF SHEATHING, PLAN TRESS DHFR L9,o rR�se ROOF SHEATHING, FASTEN PER PLAN 0 1 FASTEN PER 0 PLAN VIEW @TOP OF POST Q � 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE OF ROOF SHEATHING Z 00 W PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + + (7 ? LEDGER � LEDGER + + w F- 0Zc� PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + (� J 0 ABU POST NAILS AT JOINT NAILS AT JOINT D LU BASE (AS NOTED) 10d NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA (� 0 5/8" THREADED ROD w/ PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ U 0 NUT SET IN ADHESIVE PER PLAN PER PLAN SP4 TO EACH OVERHANG MORE INFO AND CONNECTION „ 24 O.C. w/ EXTERIOR o. TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS SHEATHING ATTACHED PER NAILING SCHEDULE I— W STRUCTURAL ENG: BED PER PLAN TO LEDGER PER PLAN TO LEDGER 4 & NAILS EACH Q DRAFTING: I I ! SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LE©GER w/ (2) TRUSS MEMBER U S Z \ / PLAN FOR ADDITIONAL CMU WALL PER PLAN 2x FRAME WALL PER PLAN 16d NAILS 16' O.C. (7a LINTEL SEE PLAN a _ -STRUCT: EA / INFOPKT 12" O.C.APCONS °,, 0 QC CHECK: CC CONDITION @CMU WALL CONDITION @FRAME WALL SGD ATTACHMENT BY BUILDER 2x8 w/ (2) 10d NAILS @JOB EACH VERTICAL u, No. TM - 2141336 - — SCALE: AS INDICATED SIDE VIEW @BASE OF POST ~ DATE: 07/18/14 CD01 CORNER COLUMN FRAMING41=11 TRUSS SCAB DETAIL PSO4 SECTION AT S.G.D.' r,,, SCALE: 3/4" =1'-0"K��) SCALE: 3/4" =1'-0"SD4 SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2x STUDS @ 16" O.C. SEE PLAN STRAP W/ (20) 16d SINKERS & • N / 3/4" SHEATHING (14) 1/4" X 2-1/4" TAPCONS FOR •' TYP. (U.N.O.) SHEATHING PER PLAN TRUSSES 20" TO 26" DEEP »» LOCKING ATTACH PER NAILING 2x4 #2 SYP BLOCKING— 1/2" GYP. BOARD @ 48" O.C. W/ (2) 12d SCHEDULE ONLY REQUIRED WHEN INDICATED AS SUCH ON TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN WALL 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. ATTACH PER NAILING AGAINST TRUSS 3/4" SHEATHING TYP. VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR 2x4 BOTTOM PLATE W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, TRUSS - SEE FRAMING PLAN END STUDS @ 16" O.C. W/ (2) 16d 2x BOTTOM PLATE W/ NAILS @ EACH END SEE STRAPS FROM EA. STUD TO SYS, 42 FLOOR CONNECTOR SCHEDULE FOR SYSTEM 42 FLOOR TRUSSES @ 24" CONNECTION DECKING PER O.C. (MAX) O.S.B. TO OVERLAP SILL •• ' PLATE 1 1/4" (MIN.) THICKNESS ON CMU 1/2" GYP. CLG BD OR*,•' RIBBON BOARD WITH (2) (2) 5/8" TYPE "X" WHEN 8d NAILS @ 3" O.C. WALL (2GARAGE MAX. IN SHEATHING TO BOTTOM SCHEDULE PLATE ' 2X4 PT SILL PLT. IF KNEEWALL (4) 16d NAILS RIBBON 8" CMU WALL STAGGER ROWS 1.5" NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. -==== 4 S1 2 -STORY CONNECTION SIMPSONFRAMING a@ PARALLEL WALL SCALE: 3/4" =1'-0" 2x STUDS @ 16" O.C. SEE PLAN STRAP W/ (20) 16d SINKERS & • N / 2x4 STUDS @ 16" O.C. (14) 1/4" X 2-1/4" TAPCONS FOR •' SEE PLAN TRUSSES 20" TO 26" DEEP »» EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN ONLY REQUIRED WHEN INDICATED AS SUCH ON USE 1/4" X 1 3/4" TITENS) U.N.O. WALL WD. HD. HT, ATTACH PER NAILING PRE-ENGINEERED ROOF 3/4" SHEATHING TYP. WINDOW AS SCHEDULED 2x4 BOTTOM PLATE SCHEDULE TRUSS - SEE FRAMING PLAN (U.N.O.) U.N.O. 2x BOTTOM PLATE W/ STEEL SILL, TYPICAL STRAPS FROM EA. STUD TO FOR LOCATION &SPACING SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO •• TRUSSES @ 24" O.C. THICKNESS ON CMU FLOOR NAILING RIBBON BOARD WITH (2) 4so GIRDER / COL. CONNECTION MAX. SCALE: 3/4" = 1'-0" @ 2nd FLOOR SCHEDULE ROWS 8d NAILS @ 3" O.C. ' == = (4) 16d NAILS RIBBON TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER STAGGER ROWS 1.5" TRUSS STRAP -SEE -==== TO EACH TRUSS SIMPSONFRAMING 11 PLAN FOR ' (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS " WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) === EACH TRUSS MTS 12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN ---- SEE CONNECTOR SEE PLAN FOR SIZE ' DOUBLE 2X TOP SCHEDULE FOR ATTACH RIBBON TO AND REQ'D # OF GYP. CLG. BD. ' CONNECTION AT EACH END OF SILL (MAX OPEN'G STUDS 1 O EACH TRUSS w/ (4) WIDTH 4'-0"). USE A36 CLIP AT EACH m 2x BOTTOM RIBBON 16d NAILS i W 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL 4' BUT LESS THAN 6' » • P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN DECKING PER FLOOR SIMPSON MSTAM36 STRAP W1____ / . N 8"CMU (10) 10d TO STUDS & (8) 1/4" X »» NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. WS4 2 -STORY CONNECTION iA 2 STORY WALL CONNECTION 2-1/4" TITEN SCREWS TO • • LINTEL COURSE. USE SIMPSON MSTCM60 (4) 1/4" X 2 1/4" TITENS IF FLOOR @PERP. WALL ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BA•TTON STRIPS 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX 5. MIN. THICKNESS 0.0187 IN. SHEATHING 6. CHROMATE TREATMENT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. R-30 INSULATION TRUSS STRAP SEE ROOF PLAN BEARING SEE PLAN ALUM. DRIP EDGE 2x CONT. SUBFASCIA VENTED ALUM. SOFFIT WINDOW AS SCHEDULED TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING - U.N.O. R-11 BATT INSULATION - SEE DETAILS ABOVE FOR MORE INFO. BEARING STRAP W/ (20) 16d SINKERS & • N / LINTEL PER PLAN (14) 1/4" X 2-1/4" TAPCONS FOR •' SEE PLAN TRUSSES 20" TO 26" DEEP »» 2x12 #2 SYP CONT. LEDGER W/ (IF TITENS ARE NOT IN LINTEL »» COURSE OR INTO FILLED CELL LINTEL AS PER PLAN ONLY REQUIRED WHEN INDICATED AS SUCH ON USE 1/4" X 1 3/4" TITENS) U.N.O. 2nd FLOOR WALL; SEE PLAN WD. HD. HT, FOR MORE INFO. IF SEE PLAN SHEATHING IS NOT WINDOW AS SCHEDULED CONTINUOUS TO BOTTOM OF SEE WS10/SD5 FOR FLOOR TRUSS, CONTRACTOR PRE -CAST OR POWERS — TO INSTALL SIMPSON LSTA18 STEEL SILL, TYPICAL STRAPS FROM EA. STUD TO TEXTURED CEMTITUOUS --- TRUSS F SEE ARCH DWGS FOR FINISH, 1/2" MIN. TOPPING INFO ' THICKNESS ON CMU BEAM SEE PLAN C _ 1/2" CEILING GYP. BD. DBL. TOP PLATE HDR. PER PLAN MIN 2x4 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO 1/2" GYP. BD. 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" O.S.B. FASTEN PER PLAN FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONI FLOOR SYSTEM DRAFT STOPPING AT 11000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7116" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS 1/2" GYP. BOARD ON 1x P.T. FURRING w/ R-4.1 FOIL INSULATION WOOD BASE BOARD 3-1/2" CONC. SLAB (2500 p.s.1.) w/ 6x6 10/10 W.W.M. ' OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER VERT. #5 IN FILLED CELL 1 FIN. FLR. 0'-0" — 0° SEE SHEET SD1 FOR FTG DETAILS GRADE TYPICAL WALL SECTION 'Sp 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is SCALE: 3/4" = V-0" CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED z W d W U) SEE PLAN IV FM SECTION AT BALCONY -ENGINEERED TRUSS REFER TO ROOF PLAN FOR CONNECTIONS REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS 1/2" DIA. THREADED ROD WITHIN 6" FROM COLUMN - SEE BRG WALL/ 2 -STORY WALL SECTION FOR MORE INFO. REFER TO FOUNDATION PLAN FOR FTG. INFORMATION I 3-1/2" CONC. SLAB WW 4 CLEAN COMPACTED — - POISON TREATED FILL 4so 2 -STORY COLUMN @ GIRDER SCALE: 3/4" =1'-0" ;opyrighted and is the exclusive property of MONTA CONSUL @ CANTILEVER SL SCALE: 3/4" =1'-0" GIRDER TRUSS PI PLAN SEE TRU; LAYOUT F HANGER SCALE: 3/4" = V-0" STRAP W/ (20) 16d SINKERS & • N / LINTEL PER PLAN (14) 1/4" X 2-1/4" TAPCONS FOR •' SIMPSON0- TRUSSES 20" TO 26" DEEP »» 2x12 #2 SYP CONT. LEDGER W/ (IF TITENS ARE NOT IN LINTEL »» COURSE OR INTO FILLED CELL (3) 1/4"x4-1/2" SDS SCREWS ONLY REQUIRED WHEN INDICATED AS SUCH ON USE 1/4" X 1 3/4" TITENS) U.N.O. 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING \� • • FOR MORE INFO. IF BELOW JAMBS IF FLOOR SHEATHING IS NOT TRUSS IS NOT PRESENT " CONTINUOUS TO BOTTOM OF SEE WS10/SD5 FOR FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE ' • TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO STRAPS FROM EA. STUD TO ABOVE PLATE U.N.O. F TRUSS F SEE ARCH DWGS FOR TOPPING INFO ; HANDRAIL BY OTHERS BEAM SEE PLAN C TOP OF WALL TO BOT. RIBBON, 4so GIRDER / COL. CONNECTION 3/4" PLYWOOD FLOOR DECKING ATTACHED PER SCALE: 3/4" = 1'-0" @ 2nd FLOOR NAILING SCHEDULE SLOPED BALCONY FLOOR PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN All TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER FOR LOCATION & SPACING j / SEE WS11/SD5 FOR SIM. END CONDITION .THING PER PLAN CH PER NAILING :DULE, 'INUOUS FROM )F TOP PLATE TO OM PLATE. @ 16" O.C. 3LE BOTTOM PLATE 5 TO EACH FLOOR 3S, SLIT FLOOR <ING TO DMODATE STRAP TRUSS PER PLAN WS 1 WALL TO FLOOR TRUSS ICONN. DETAIL SCALE: 3/4" =1'-0" .TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, (1) SIMPSON LSTA30 STRAP W/ (11) 10d TC STUDS ABOVE PLATE U.N.O. TRUSS STRAP - SEE LINTEL PER PLAN FRAMING PLAN FOR SIMPSON0- CONNECTIONS 2x12 #2 SYP CONT. LEDGER W/ (MAX ANGLE) W/ (22) 10d (3) 1/4"x4-1/2" SDS SCREWS ONLY REQUIRED WHEN INDICATED AS SUCH ON EQUALLY SPACED VERTICALLY @ 24" O,C. AND @ THE STRUCTURAL PLANS OR WHEN THE EA. END VERTICAL (MIN. 2" FROM T&B) STRUCTURAL SHEATHING IS NOT CONTINUOUS SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUIv STUDS/ HEADER SEE PLAN FOR SIZE ABOVE PLATE U.N.O. F AND REQ'D # OF F STUDS .THING PER PLAN CH PER NAILING :DULE, 'INUOUS FROM )F TOP PLATE TO OM PLATE. @ 16" O.C. 3LE BOTTOM PLATE 5 TO EACH FLOOR 3S, SLIT FLOOR <ING TO DMODATE STRAP TRUSS PER PLAN WS 1 WALL TO FLOOR TRUSS ICONN. DETAIL SCALE: 3/4" =1'-0" .TING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, (1) SIMPSON LSTA30 STRAP W/ (11) 10d TC STUDS ABOVE PLATE U.N.O. DOUBLE 2X TOP PLATE @ 2nd FLOOR SCALE: 3/4"=1'-0" EXTERIOR SHEATHING - FROM TOP OF WALL TO BOTTOM RIBBON ATACHED PER NAILING SCHEDULE EACH SIDE OF WINDOW LOCATION (2) 8d NAILS @ 3" O.C. TO JAMB STUDS & FLOOR TRUSS BELOW 2X BOTTOM PLATE DECKING PER FLOOR NAILING SCHEDULE FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW FRAMING PLAN FOR SILL/ FRAME DOWN INFO CONNECTION INFO II lye FLOOR GIRDER OR \V BEAM SEE PLAN GIRDER / COL. CONNECTION @ 2nd FL. HIGH B M . SCALE: 3/4" =1'-0" duplication, or transfer of these documents without the expressed, written consent of MONTA CONT — SOLID SHEATHING @ HEADER — SIMPSON SP4 w/ (6) 10d X 1 1/2" @ 24" O.C. — (2) 2x SPF TOP PLATE U.N.O. ON PLAN — (2) 2X 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. EXTERIOR HEADERS 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" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) — SEPARATE SHEATHING UNDER WINDOW — SEE DETAIL WS11/SD5 FOR MORE INFO �Z ,0 ry �U j in '- W C) JI� 1 W UL - 2X TOP & BOT. RIBBON�`�`` �w " °°°OY•�� � CONT.4 °° LL o �;. oar LU 0«!'� z - PROVIDE BLOCKING �- Ems° o1c » U BELOW JAMBS Om z _j -� oleo a ° Was°!Mc �` —� O LL LU SIMPSON LSTA30 w/ (22) 2 0 10d NAILS (MAY BE O ANGLED UP TO 10°) 0 SOLID SHEATHING z 0 C O @ HEADER Mr o ' 6 SIMPSON SP4 w/ (6) w°A z 10d x 1 1/2" @ 24" O.C. CL U C: 0 _ o (2) 2x SPF TOP PLATE � U) �, U U Z p (2) 2X HEADER - SEE 2ND U) 0'� FLOOR PLAN FOR MIN. O Q HEADER SIZE & REQ'D JAMB STUDS EL u.i DECKING PER H FLOOR NAILING L) SCHEDULE F - FLOOR TRUSS SEE W ' w /—FRAMING PLAN FOR (i, Z CONNECTION INFO Q J 0 NOTE: \ SIMPSON0- STRAPS CALLED OUT WITHIN THIS DETAIL ARE (MAX ANGLE) W/ (22) 10d FT ONLY REQUIRED WHEN INDICATED AS SUCH ON NAILS. BEND STRAP OVER THE STRUCTURAL PLANS OR WHEN THE TOP PLATE MIN. 3", THEN SIMPSON LSTA30 w/ _ STRUCTURAL SHEATHING IS NOT CONTINUOUS RUN DOWN FACE OF JAMB (11) 10d TO STUDS FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND STUDS/ HEADER ABOVE PLATE U.N.O. F WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB F EXTERIOR SHEATHING FROM HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE ; OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN C TOP OF WALL TO BOT. RIBBON, p NAIL PER PLAN 0 (2) 2X SILL AT WINDOW w/ 2x�- 11 Z CRIPPLE STUDS AT EACH END C Z 0 NAILED TO STUD PACK w/ 10d NAILS 0 @ 8" O.C. THEN STUDS @ 16" O.C. DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOE NAILS PLATE AT EACH END OF SILL (MAX OPEN'G 1 O WIDTH 4'-0"). USE A36 CLIP AT EACH m 00 i W 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN ~ j X 4' BUT LESS THAN 6' W Ot- DECKING PER FLOOR NAILING SCHEDULE SIMPSON MSTA36 w/ (7) 10d NAILS & ' 0 F- - (4) 1/4" X 2 1/4" TITENS IF FLOOR ' • FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, »» FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON •. STRUCTURAL ENG: BED J DRAFTING: CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & -STRUCT: EA " - QC CHECK CC (14) 1/4" X 2 1/4" TITENS INSTEAD OF » ..._. ----- TM - 2141336 SCALE: AS INDICATED MSTA36 STRAP (IF TITENS ARE NOT IN - DATE: / "• LINTEL COURSE OR INTO FILLED CELL • SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. .» FOR MORE INFO NN NOTE: STRAPS ' N CALLED OUT WITHIN THIS DETAIL ARE ONLY REQUIRED WHEN INDICATED AS SUCH ON N N THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONTINUOUS FROM TOP OF WALL TO BOTTOM OF FLOOR »» \ SYSTEM AND WHEN 3 OR MORE WINDOWS ARE • • IN A ROW (ONLY JAMB STUDS BETWEEN N WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE LOAD PLAN FOR MORE INFO SO HEADER CONNECTION DOUBLE 2X TOP PLATE @ 2nd FLOOR SCALE: 3/4"=1'-0" EXTERIOR SHEATHING - FROM TOP OF WALL TO BOTTOM RIBBON ATACHED PER NAILING SCHEDULE EACH SIDE OF WINDOW LOCATION (2) 8d NAILS @ 3" O.C. TO JAMB STUDS & FLOOR TRUSS BELOW 2X BOTTOM PLATE DECKING PER FLOOR NAILING SCHEDULE FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW FRAMING PLAN FOR SILL/ FRAME DOWN INFO CONNECTION INFO II lye FLOOR GIRDER OR \V BEAM SEE PLAN GIRDER / COL. CONNECTION @ 2nd FL. HIGH B M . SCALE: 3/4" =1'-0" duplication, or transfer of these documents without the expressed, written consent of MONTA CONT — SOLID SHEATHING @ HEADER — SIMPSON SP4 w/ (6) 10d X 1 1/2" @ 24" O.C. — (2) 2x SPF TOP PLATE U.N.O. ON PLAN — (2) 2X 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. EXTERIOR HEADERS 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" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) — SEPARATE SHEATHING UNDER WINDOW — SEE DETAIL WS11/SD5 FOR MORE INFO �Z ,0 ry �U j in '- W C) JI� 1 W UL - 2X TOP & BOT. RIBBON�`�`` �w " °°°OY•�� � CONT.4 °° LL o �;. oar LU 0«!'� z - PROVIDE BLOCKING �- Ems° o1c » U BELOW JAMBS Om z _j -� oleo a ° Was°!Mc �` —� O LL LU SIMPSON LSTA30 w/ (22) 2 0 10d NAILS (MAY BE O ANGLED UP TO 10°) 0 SOLID SHEATHING z 0 C O @ HEADER Mr o ' 6 SIMPSON SP4 w/ (6) w°A z 10d x 1 1/2" @ 24" O.C. CL U C: 0 _ o (2) 2x SPF TOP PLATE � U) �, U U Z p (2) 2X HEADER - SEE 2ND U) 0'� FLOOR PLAN FOR MIN. O Q HEADER SIZE & REQ'D JAMB STUDS EL u.i DECKING PER H FLOOR NAILING L) SCHEDULE F - FLOOR TRUSS SEE W ' w /—FRAMING PLAN FOR (i, Z CONNECTION INFO Q J 0 NOTE: \ F STRAPS CALLED OUT WITHIN THIS DETAIL ARE J ONLY REQUIRED WHEN INDICATED AS SUCH ON ..�� THE STRUCTURAL PLANS OR WHEN THE SIMPSON LSTA30 w/ _ STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. F WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB F STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR L OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN C SO HEADER CONNECTION p @ 2nd FLOOR HIGH BEAM SCALE: 3/4 V-0" (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE 10d NAILS (2) SIMSON LSTA 18 STRAPS CENTERED @ (4) 2X STUDS FLOOR W/ (14) 10d NAILS (3) 2X STUDS ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. STANDARD CORNER A -A CALIFORNIA CORNER A -A NOTE: IF WOOD WALL OR BEAM BELOW CONTRACTOR TO INSTALL SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY AH IA 2X 2ND FLOOR STUDS SEE PLAN FOR MORE INFO. (2) SIMPSON LSTA18 STRAPS CENTERED @ SEE FLOOR FRAMING FLOOR W/ (14) 10d NAILS PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON META16 FLOOR TRUSS TOEXTERIOR MASONRY WALL SHEATHING FINISH W/ TOP OF MASONRY MASONRY WALL ATTACHED PER NAILING SCHEDULE 4Mkt SO SECTION CORNER FRAMING ATT. Y SCALE: 3/4" =1'-0" _224'". 2254 �ULTING & DESIGN, OF WMR & ASSOCIATES, INC, is strictly prohibited. LU W 06 z�00 Z� F- 00j zQ 0 J 0 Q F- )_ W I— z J 0 co >� 04 C W W U5 J ..�� Z j M C � J W p 0 J 11 Z C Z 0 0 W > 0 1 O m 00 i W L? ~ j X m W Ot- � ' 0 F- - STRUCTURAL ENG: BED J DRAFTING: -STRUCT: EA - QC CHECK CC _. JOB No. ..._. ----- TM - 2141336 SCALE: AS INDICATED - DATE: 07/18/14 � SII Ir II-� VVI 1 1\IV/ 11 IYIVV LV 1-T. 1 INV .1„V.....n .. v.. vv.......•.w... .... .. ..� �..��-.... �.._ ____ - ,_- _,_ - � _ _ 11 PT FURRING @ 16" 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" O.C. MAX. TEXTURED STUCCO 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W FINISH, 7/8" MIN. THK. NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & Q 2x$'s @ 16" O.C. APPROVED BLDG. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. D MAX (U.N.O.) WRAP LSTA18 TO BLOCKING BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C.TO TRUSS BELOW) SCHEDULE -- — 1/2" GYP. BD. ATTACH PER NAILING MTS12 OR LSTA18 PRE-ENGINEERED J SCHEDULE PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q (2) 2x4 #2 SYP BLOCKING ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD w MSTAM24 EACH SIDE w/ SIMPSON HUC24-2 SCHEDULE OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & H2.5 EA. WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. TRUSSSIMPSON w Z 10d NAILS AND (5) r: ANCHOR BOLT OR UNDER WINDOW JAMBS 2X6 #2 SYP CONT. LEDGER W/ (2) Y4"x3" 2x8 #2 SYP SILL PLATE W/ 0 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. 7 SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR L (2) 2x SYP #2L TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C. W/ MIN. 0 CL BUILT-UP STUD PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR T FOR 24" O.C. ENT & 6" FROM COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO EACH END z U LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTOi 4 SIMPSON LUS26. USE a p (n 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP e LUS26-2 FOR 2PLY TRUSS W a LOW ROOF TRUSS SEE DRAWINGS 000 PT FURRING @ 24" TRUSS PLAN FOR °< 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT O.C. MAX. CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS ° a' TEXTURED CEMENT- MASONRY USE HETA16 OPT. TRUSS RECESS LEDGER LL 8" CMU WALL @ 24" O.C.) ITIOUS FINISH, 1/2" MIN. o THK. cv W W (LD01 LEDGER AT GIRDER F02 WALL SPLICE S1 SECTION COMBO rLDO3� SECTION AT OPEN TO ABOVE ���11, 1111// w SCALE: 3/4"=1'-0" SCALE:11/2"=1'-0" TRUSS' SCALE: 3/4"=1'-0" LEDGER SCALE: 3/4"=1'-0" z DETAIL � ''��% a o ti • ••� o000 o•® ,�� i � � d' �•srr W_ 0 2X WALL W/ SIMPSON SP2 EXTERIOR SHEATHING @ ATTACH PER NAILING TOP & SP1 @ BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT -• 2X4 #2 SYP NAILER TO STUDS W/ = 3-16d @ EA. STUD. ATTACH TRUSS = IN Ie ... Z Z p.. ..r • .= U . ., J USED EXT. SHEATHING PLAN ATTACH PER •�„ ` SCHEDULE OR MTS12 MAY BE @ BASE. 2X8 @ 16" O.C. - SEE FRAMING ATTACH PER 2x4 NAILER w/ (2) NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL TO NAILER W/ (3) 10d TOE NAILS. ®'�•� •• ••�� •`` Q PLAN FOR MORE INFO. NAILING 10d NAILS @ 16" O.C. SHEATHING TO BLOCKS w/8d INFORMATION �-- ROOF AND EXTERIOR s� •••r+"•°� e��` J O 4100 X' (2) 2X4 #2 SYP BLOCKING W/ 2X BLOCKING W/ 12d SCHEDULE NAILS 6" O.C. @ SHEATHING ATTACHED, q J � w SIMPSON HUC24-2 EA. END (2) NAILS. TOENAILS EACH END 2x4 STUDS @ 16" O.C. PER NAILING SCHEDULE®//B/1 `' W/ (4) 10d & (2) 10d s USE (2) 2X6 W/ HUC26-2/-2x BASE PLATE W/ (2) 12d UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD (5) 16d NAILS BRACE ____ _ 2X8 #2 SYP CONT. LEDGER W/ w BLOCKING BETWEEN EACH TO BLOCKING SIMPSON H2.5 --- (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, pJ 2x4 SIMPSON H10A @ TRUSS TO 0 STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS O U EACH END FOR MORE INFO. ALL THREAD ROD ADJACENT DIAGONAL, FASTEN TO DIAGONAL w/ (2) 16d NAILS SCREWS D 16" AT EA. SIDE OF G.T.) z • lil C c� „ @ 48 O.C. O.C.4MAX - EQUOALLY SPACED & 3' _ - -== TRUSSES PER PLAN FROM END OF LEDGER - USE (3) < . SIMPSON LUS26 OR IF 2 -PLY ri o %2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED 4 LEDGER • : TRUSS SIMPSON LUS26-2 � • w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7 „ CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS 48" O.C. MAX. 45° FROM RECESSED INTO SEE FLOOR FRAMING PLAN & "' TRUSS TO LEDGER w o O z . � WALL BRACING @ TRUSS. VERIFY w/ WS11/SD5 FOR MORE INFO. Q EMBEDMENT @ 32" O.C. & 3" EACH END @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED SHOP DRAWINGS VERIFY PLAN FOR LOCATION = U ,o • � FROM (2) 2X4 TOP PLATE 6' FROM EAVES. AND DIRECTION (IF PARALLEL ,1 g CMU WALL, TYP. LL PRE-ENGINEERED TRUSS - °^ °a. 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) SEE WS10/SD5 FOR BLOCKING INFO. 00 j SEE FRAMING PLAN FOR C.M.U. WALL SPACING & CONNECTION SEE PLAN �. WITH ROOF LOAD OPT. TRUSS RECESS LEDGER z o � pM INFO. qe. C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. O 0 0_ 4s, SECTION AT RAISED F 1 SECTION ATOPEN ABOVE F 1 2 STORY FRAME WALL (LD04 SECTION AT LOW ROOF W of CALE: 3/4"=1'-0" BRACING DETAIL S SCALE: 3/4"=1'-0" SCALE: 3/4"=1-0" HEELTRUSS SCALE: 3/4"=1-0" 0 � Z SEE PLAN FOR DEPTH < A OF LANDING U_ Q w SL STANDARD (3) 2X12 PLYWOOD SHEATHING OVER LANDING ... ATTACHED PER GENERAL �`~- ,� �'~ FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN Z O I' O 1 1 WQ 06 z 0(2) III- 2x SPF I TOP PLATES I STRINGERS w/ SIMPSON - NOTES FOR MORE INFORMATION J J A35/USP MP34 CLIP TO FLOOR SYSTEM & __ �� 12 PRE ENGINEERED WD W _ I I I LANDING FRAMING 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. _ Z a = LANDING @ 16 O.C. w/ FIBERGLASS SHINGLES OR I— O (2) 2x HEADER I I 2x STUDS SEE PLAN I o SIMPSON A35/USP MP34 c� OR LUS26 HANGER ON TILE VERIFY WITH ELEVATION w 0 Q N SEE FLOORo! — EACH SIDE TRUSS ANCHOR (SEE PLAN) z W y, v PLAN FOR MORE I I I (2) 2X12 REQ'D @ END OF 0 z Q J ���^^ F— V, INFO I I I LANDING FOR STRINGERS z g ROOFING FELT W 2 I I I I TO CONNECT TO w/ (2) SIMPSON A35/USP MP34 0_0 APA STRUCTURAL SHEATHING O U U EACH END TO LEDGER W W � ATTACHED PER NAILING SCHEDULE Q W W SEE PLAN FOR MASONRY z_ B I 1 I WALL OR WOOD WALL p 1 I MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE o 2x SPF I END OF LANDING w/ MIN. (6) 0. BASE PLATE 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR 2 O z Z PRE-ENGINEERED FLOOR SYSTEMA WALL) CONT LEDGER w/ (3) 16d O.H. MORE INFO & CONNECTIONS 0 Q KNEEWALL OR BEAM I PLAN 3/4" PLYWD. DECKING NAILS @ 16" O.C. MAX. TO VIEW @ LANDING EACH STUD. ((2) 114" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) SEE 2nd FLOOR PLAN FOR APPROPRIATE HEADER DETAIL SEE ELEV. -- WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO Z W �p W 0 Z I (2) 2x SPF I I I TOP PLATES I I I MIN, 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR z I I I I GIRDER TRUSS w/ (4) EQUALLY 2x BLOCKING w/ (2) 12d WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. STRAPS t=— SPACED 1/2" x 4" BOLTS, TOE NAIL LST18 ARE z STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z 0 f— FLOOR SYSTEM NAILS WALL SHEATHING IS 0 2x STUDS SEE PLAN I I (2) 2x HEADIER PER PLAN STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL _ I— UJ Y I I I SEE FLOOR I � � PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING OI— � 0 1 INFO I RISERS PLYWOOD FLOORING SEE SCHEDULE Uj 0 W Z m 00 PLATE SEE FLOOR FRAMING PLAN FOR MORE INFO \ U) W Lo 2x P.T. BA SE I I I I TREADS 2x BASE PLATE w/12d @ 24" O.C: 0 I— 0 � � BEARING SCHEDULE ' I I I TO FLOOR SYSTEM BELOW i' 0 F- FOR A.B. INFO \ cn W P LAN FOR LIJ Q l4 1= 0 � � � DIRECTION& MORE SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATION A ON EACH SIDE AND oA 1/2" THREADED ROD SEE BEARING C AT OPENINGS LARGER THAN 4'-2" ATTACH ON FLOOR PLANS FOR O TOP PLATE TO HEADER WITH LSTA12 BENT ONE @MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS LOCATION U) < Q STRUCTURAL ENG: BED DRAFTING: SCHEDULE MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLANE &CONNECTION INFO z -STRUCT: EA STUD AND (5) 10d NAILS INTO HEADER LH SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST B O FLOOR HEADER CONTACT EOR TO WQC � CHECK: CC JOB No. TM - 2141336 JACKS / KINGS # OF STUDS TO -_ - SC ALE -- AS INDICATED _._ _.._._-------- MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE OF STRINGERS. FASTEN TO �':� ' FLOOR w/(4) 1/4"x3" TAPCONS #1 2 249--- 1 W22, 54DATE. 07/18/14 PROVIDE SHEATHING 4F142nd STORY INTERIOR BRG. ATTACHED PER NAILING SCHEDULE (SR01 GENERAL LANDING &AF1 TYPICAL WALL = FOR EXTERIOR 2 STORY WALLS SCALE: 3/4" 1'-0" WALL & EXTERIOR R FRAMING INFO SCALE: 3l4" =1'-0" STAIR D6 SECTION SCALE: 3/4" =1'-0" ............... nr\nvninur nel+n 7n� �. Th.. ;-fr.rvv\n4inr. ^^nfoincrl in +hie r4nriimcnt ie nnnvrinhtcrl and is tho ill i miva nrnnarty nf KAnNITA r ONSN II TING P. DESIGN_ OF WMR & ASSOCIATES. INC. Anv use. duplication. or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. � SII Ir II-� VVI 1 1\IV/ 11 IYIVV LV 1-T. 1 INV .1„V.....n .. v.. vv.......•.w... .... .. ..� �..��-.... �.._ ____ - ,_- _,_ - � _ _ 11 CONTRACTOR TO PROVIDE -- 2x4 SPF #2 STUDS @ 16" O.C. ADEQUATE WATERPROOFING. W/ SIMPSON LSTA18 TO W NO CONCRTE SLAB PERMITTED FLOOR TRUSS/BLOCKING BELOW. EXT. SHEATHING Q FROM TOP OF WALL TO TOP Q OF BALCONY DECK SEE PLAN 2x4 SPF #2 STUDS @ 16" O.C. SHEATHING TO RUN TO (io; KNEEWALL W/ DOUBLE TOP BOTTOM OF BALCONY TRUSS FLOOR TRUSS PER PLAN WITH Z PLATE. EXT. SHEATHING ON SEE ARCH DWGS FOR Q � BOTH SIDES ATTACHED PER PLYWOOD SHEATHING a TOPPING INFO Z ROOF SHEATHING ATTACHED W w PER NAILING SCHEDULE 71 NAILING SCHEDULE 0-0 WATERPROOFING BY a POST PER PLAN TO SIT ON w Z W BEAM. SEE PLAN FOR CONTRACTOR 3/4" PLYWOOD FLOOR � 0 cn CONNECTIONS DECKING ATTACHED PER W TOPPING PER PLAN SLOPE NAILING SCHEDULE BALCONY FLOOR SHEATHING; ATTACH PER NAILING SCHED. OU VARIES PLYWOOD DECKING -- - --- -- Z U ATTACHED PER NAILING SEE PLAN FOR BEAM SIZES & SCHEDULE -' CONNECTIONS W VARIES - ---- - m 0 SEE PLAN 2x4 SYP #2 T&B CONT. TO c 2x4 SYP #2 BASE PLATE W/ 2 BEAM W/ EXT. SHEATHING W/ O 12d NAIL @ 12" O.C. p I 1& (0- ::�� 1/4"x4-1/2" SDS SCREWS @ 12" 2x4 #2 SYP CONT. BLOCKING O.C. TO TRUSS/BLOCKING W/ (3) 12d TOE NAILS EA. END STRAP COL. TO COL.W/ w SEE PLAN SIMPSON MSTC28 CENTERED o LOW ROOF TRUSS 2x4 SYP #2 BLOCKING 12" @ ? .;•- ON BEAM o -------...-_ -... ----- _._.. ---- -- --- -- 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 — BEAM TO SIT ON FIRST FLOOR I=- W 16d NAILS @ EA. STUD MAX. 16" WALL W/ META16 O.C. SLOPED BALCONY TRUSSES COLUMN w, ,. BALCONY FLOOR TRUSS W/ Qi. 0111 1,lff//�� LUS26 OR LUS46 TO BEAMi' ui POST BELOW TO LINE UP WITH .••°°°• '"� at a POST ABOVE. SEE PLAN FOR .:� 'q' '' % , � N SEE WS13/SD5 FOR CONNECTIONS ~ ®�« w o ADDITIONAL INFO ' • CQ NOT USED (BF02 SECTION AT BALCONY (BF03 SECTION AT BALCONY BF04 SECTION AT BALCONY ,, ' Q SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" /� °°,�' "•°•�`,��. Q J O F X14 A PARTY PARTY PARTY CL ,O , y 4'-0" WALL 4'-0" 4'-0" WALL 4'-0" 4 -0 WALL 4'_0" t�.,� O FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED lo FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED U • ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING Z !I Orl "� (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS)USG STEEL "C"-CHANNEL SEALANT TRUSSES BY OTHE S (NO PENETRATIONS) (NO PENETRATIONS)USG STEEL "C"-CHANNEL SEALANT t�'_Q" SEE PLAN Q t� X. �,. N 2 USG STEEL "C"-CHANNEL SEALANT " ( ) M UNDER ROOF SHEATHING UNDER ROOF SHEATHING UNDER ROOF SHEATHING FIRE RESISTANT TREATED ROOF SHEATHING w r o Z (NO PENETRATIONS) O _ o W/ 1/4" GAP AND 12" STUDDED COMMON LATERAL LOADS NUT w/ 3"x3"x1/4" WASHER SEE SHEET SD8L ATTACH TIGHT T073 NUT w/ 3"x3"x1/4" WASHER STUDDED COMMON TRUSSESTO BE OSHAFT DESIGNED W/ 100p1f LATERAL LOAD DTC @ 24 O C DESIGNED W/ 00p ( ) O d AND HAVE BOTTOM CHORD 1/4" FROM END OF TRUSS EA. SIDE OF AND HAVE BOTTOM CHORD 1/4° ALTERNATE: SIMPSON BPS\-3 SHEATHING, EXTEND INTO OVERHANG ALTERNATE: SIMPSON BPS\-3 PARTY WALL ABOVE TOP PLATE SLOTTED WASHER WITH 1" FENDER \11 SLOTTED WASHER WITH 1" FENDER PARTY U) U ABOVE TOP PLATE WASHER � WASHER WALL TRUSSES (BY OTHERS) O TRUSS TO WALLCONNECTIONPER I O,y 2 1" SHAFT WALL I INER PER UL UI I73 > (2) 1 SHAFT WALL LINER PER UL U373 CONNECTION CHART U.N.O. SEE SHEET SD8) ATTACH TIGHT TO DOUBLE TOP PLATE EACH SIDE OF (SEE SHEET SD8) ATTACH TIGHT TO DOUBLE TOP PLATE EACH SIDE OF DOUBLE TOP PLATE EACH SIDE OF O ( PARTY WALL PARTY WALL PARTY WALL 2" USG STEEL SHEATHING, EXTEND INTO OVERHANG SHEATHING, EXTEND INTO OVERHANG\V/ "C"-CHANNEL SEALANT f C ROOF BRG HGT ROOF' BRG HGT ROOF BRG HGT UNDER ROOF w 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 1/2" DRYWALL EACH SIDE OF PARTY SEE PLAN 1/2" DRYWALL EACH SIDE OF PARTY FROM END OF TRUSS WALL WALL — WALL WALL �^ WALL FIRE BLOCKING EACH SIDE OF PARTY TRUSS TO WALL CONNECTION PER 3/8" THREADED ROD (U.N.O.) @ 32" vJ 1/2" GYPSUM WALLBOARD EACH SIDE WALL „ FIRE BLOCKING EACH SIDE Z CONNECTION CHART U.N.O. J 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 1/2" GYPSUM WALLBOARD EACH SIDE 1/2" GYPSUM WALLBOARD EACH SIDE OF PARTY WALL COOLER NAILS @ 6" O.C. ON EDGE EACH SIDE OF PARTY WALL 3/8 THREADED ROD (U.N.O.) @ 32 FROM GIRRDERS, CENTER ROD uQj OF PARTY WALL ATTACH W/ 8d O.C. & 6" FROM EA. END AND W/IN 6" OF PARTY WALL ATTACH W/ 8d WITHIN DOUBLE TOP PLATE EACH W AND IN FIELD COOLER NAILS @ 6" O.C. ON EDGE FROM GIRRDERS, CENTER ROD COOLER NAILS @ 6" O.C. ON EDGE SIDE OF PARTY WALL 3/4" AIR SPACE EACH SIDE O �" 0 Q 3 1/2" SOUND BATT INSUL. EACH SIDE DOUBLE TOP PLATE O o� u 3/4" AIR GAP EA. SIDE OF PARTY WALL AND IN FIELD AND IN FIELD PARTY WALL OF PARTY WALL WITHIN DOUBLE TOP PLATE EACH SIDE OF z L _ 2x SPF #2 STUDS @ 16" O.C. PER PLAN O � FIRE RATED WALL SYSTEM PER UL 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 EACH SIDE OF PARTY WALL PARTY WALL OF PARTY WALL (2) 1" SHAFT WALL LINER FIRE WALL Q MID-POINT BL BETWEEN U373, SEE DETAIL PAGE SD8 MID-POINT BLOCKING BETWEEN - MID-POINT BLOCKING BETWEEN U373 (SEE SD8) ATTACH TIGHT TO U Q Z 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 J EACH SIDE OF PARTY WALL OF PARTY WALL = Q .. FIRE RATED WALL SYSTEM PER UL FIRE RATED WALL SYSTEM PER UL F- (0 U373, SEE DETAIL PAGE SD8 U373, SEE DETAIL PAGE SD8 _ W O a H 0"Wo PARALLEL ROOF TRUSS "WoPARALLEL & PERP. ROOF TRUSS "W01PERPENDICULAR ROOF TRUSSOWO CONVENTIONAL OVERHANG W Q� ALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" Z W Z PARTY WALL SCALE. 3/4 -1 0 @PARTY WALL S� @ PARTY WALL @ PARTY WALL o o Of P: W O UI.— W Z LLJ = LL W .- 4'" 4'-0" 0 -0 O FIRE RESISTANT TREATED FIRE RESISTANT TREATED a ROOF SHEATHING ROOF SHEATHING — (NO PENETRATIONS) (NO PENETRATIONS) Z Z 1" SHAFT WALL LINER PER UL U373 PARTY a0 (2) 1 SHAFT WALL LINER PER UL U373 (2 ) WALL 00 0 (SEE SHEET SD8) (SEE SHEET SD8) W 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 U373, SEE DETAIL PAGE! SD8 OF PARTY WALL U373, SEE DETAIL PAGE SD8 2 2" C-CHANNEL SCREWED BACK TO = 0 3 1/2" SOUND BATT INSUL. EACH SIDE (2) 2 C-CHANNEL SCREWED BACK TO 3 1/2 SOUND BATT INSUL. EACH SIDE ( ) OF PARTY WALL BACK AT PANEL JOINTS LOCATION OF PARTY WALL BACK AT PANEL JOINTS LOCATION Z VARIES VARIES FIRE RATED WALL SYSTEM Z 2X BOTTOM PLATE W/ (2) 12d NAILS @ Q Z 2X BOTTOM PLATEW/ (2) 12d NAILS @ U373, SEE DETAIL SD8 U) 2x STUDS @ 16" O.C. PER PLAN EACH 12" O.C. 0 2x STUDS @ 16" O.C. PER PLAN EACH 12" O.C. EACH SIDE OF PARTY WALL SIDE OF PARTY WALL SIDE OF PARTY WALL ~ 0 2x4 SYP #2 CONT.BLOCKING/ RIBBON H ~ 3/4 AIR GAP EACH SIDE OF PARTY 3/4 AIR GAP EACH SIDE OF PARTY LU WALL W/ (3) 16d END NAILS OR TOE NAILS WALL 2x4 SYP #2 CONT.BLOC&/ RIBBON 3/4" FLOOR DECKING EACH SIDE OF CONNECT TOP PLATE TO O W/ (3) 16d END NAILS OR TOE NAILS PARTY WALL, FASTEN PER PLAN 3/4" FLOOR DECKING FASTEN PER BOTTOM PLATE w/ 1/2" OR 0 O PLAN 3/8" ALL THREAD ROD, THRU W2 R - `PLATE w/ NUT AND WASHER z � m PRE-ENG. PRE-ENG. PRE-ENG. 48" O.C. FLOOR SYSTEM FLOOR SYSTEM FLOOR SYSTEM 2x BOTTOM PLATE D ~ 0 '— 1st FLOOR BRG HGT 1st FLOOR BRG HGT 1st FLOOR BRG HGT W 0 ~ � ,.� REFER TO PLANS REFER TO PLANS w Q = O FIRE BLOCKING EA. SIDE OF PARTY 1/2" DRYWALLREFER TO PLANS ? � H H J WALL FIRE BLOCKING 1/2" DRYWALL CEILING TRUSS CONNECTION U 1/2" DRYWALL EACH SIDE OF PARTY EACH SIDE OF PARTY PER PLAN DOUBLE TOP PLATE EACH SIDE OF •: WALL DOUBLE TOP PLATE EACH SIDE OF X WALL PARTY WALL W/ (3) 12d TOE NAILS TO PARTY WALL W/ (3) 12d TOE NAILS TO 8" CMU WALL ~ 2x SPF #2 STUDS @ 16" O.C. PER PLAN 2x SPF #2 STUDS @ 16" O.C. PER PLAN FIRE RATTED WALL � STRUCTURAL ENG: BED EA. FLOOR TRUSS EACH SIDE OF PARTY WALL EA. FLOOR TRUSS DRAFTING: EACH SIDE OF PARTY WALL SYSTEM U905, SEE Q o SHEET SD8 (1) #5 FROM FTG. TO TIE BEAM 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U. N.O.) @ 32" 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U.N.O.) @ 32" SPLICE TO BE MIN. 30" GROUT w OF PARTY WALL ` O.C. & 6" FROM END, CENTER ROD OF PARTY WALL O.C. & 6" FROM END, CENTER ROD CELL SOLID STRUCT: EA WITHIN DOUBLE TOP PLATE (ONLY MID-POINT BLOCKING BETWEEN WITHIN DOUBLE TOP PLATE (ONLY F QC CHECK: CC MID-POINT BLOCKING BETWEEN REQ'D WHEN ROOF TRUSSES ARE REQ'D WHEN ROOF TRUSSES ARE► °` "' 2 2 4 w - STUDS EACH SIDE OF PARTY WALL STUDS EACH SIDE OF PARTY WALL PERPENDICULAR TO PARTY WALL) PERPENDICULAR TO PARTY WALL) � JOB No. TM - 2141197 .yr Z SCALE AS INDICATED W01 PERPENDICULAR FLOOR TRUSS O*W�o OPENING FOR STAIR _ W03 PARALLEL ROOF TRUSS CMU NOT USED DATE: 06/23/2014 SCALE: 1/2=1'-0 PARTY WALL SCALE: 1/2"=1'-0" PARTY WALL PARTY WALL 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, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. Design No. LJ373 May 07, 201.3 Wall Rat:trig, - 2 HIT (See Items 4, 4A and 48) h`inish Rating - 120 Min (See Ileum 4,) a° 3,. 314• AIR SPACE AIR VIM:I t r.. AIR SPACE: d f l r �IV4 i ,rtl) -. ` 3,r - ' �l Irl t,grlq°a ar.0 is+'prix r° e� .�"lrtiltv,I1CtNI,DA µ. �l f,dM'k Ill(,VI'll IN A }'gl"tf prtru 0,I[Zkll il r i 4rr. 417 ti V\ it 1 "Stlitl,,,, �. I r a r s dl h ;l,l?A I101, 13 l si r al r� l.r h t u t ru r ,nJ r�>'IIkI "+'.IIIII A Rh.A SEPARATION W ALL. — (Nonbearing, Max ,Height -44 ft) 1. Floor, Intermediate or Top Wall— 2.3/l6 in. 'wide channel slurped with 1 in. long legs tlormed fermi No. 25 MSO gals steel secured with suitable fasteners spaced 24 Ill O( +tt rl Steels tee P members formed from No. 25 MSCI gals steel having "H" shaped i aigc s spliced 24 im C)(', overall depth 2-1/8 in. and flange width 1-1/2 ill. 1 Gypsum Board' —Two layers of l in. thick gypsum wallboard line,r',pancls„ applied ill num 2,1 un widths. Vertical edges of lainels friction fitted into "H" - shaped s9ud r. (XORGIA-PACT SICGYPSUMLLC;---•TypesTRSL,DGUSL p R011(." 13) WALL: -- (hearing or Nonbearing Wall, ars indicated in Items 4, 4A and,13) 4 Wood Studs For 2 lir, Bearing or NonbearingWall Rating - Nom 2 by 4 in.,max Sp lung 24 in OC Studs cross -braced at ruidheight where necessary for clip attachment. hurt E 1 in separation between woodframing and area separation wall Finish r atlnp a v ahuacd for wood studs', only. 4A. Steel Sluds .-. (A , an alternate to Hem 4, not shown) — For 2 Hr, Bearing Wall Rating Co nos ion protected steel Studs, min No. 20 MSG (0.0329 in., nein b u c metal thrc kna ss) Steel of nein 3 1l2 in. wide, min No. 20 GSG (0.036 in, thick) gado steel or No20 MSG IU 033 in. thick) primed steel, cold formed, shall be desig d til is oardl anee with the current edition of the Specification for the i iesigar otl C old I armed Steel Structural Members by the American Imn and Steel f l mute, 'till design de llil o enhancing the structural integrity ofi'he wall i emlily� inclruhng, dw axial design load of the studs, shall be as specified by the Sir l stld de IJ oar and/or producer, and shalt meet the regiureanen'ts of all rppftcaihlc local rode agencies.'rhe max Stud spacing of wall assemblies shall, not sec cal ;24 ❑a 0C. Surds steadied to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides oI'stxls Cir by welded or bolted connections d, srttucd in 4acc)rdaoco with flit MSI specific uions.'rop and bottom tracks Atoll eoltsist of tccl members, min No 20 MSG (0.0329 in.,min bare metal thickness) wet of inn No "0 0SO (0,036 in thick) gaiv steel or No. 20 MSG (0.033 in, thick) primed steel that provide a sound sntaluralconnection between steel studs, and to adjacent ll.sselrlblies sea h as a, floor, ceiling, and/or other walls. rIt t chid fo floor and cr Iling irsscarrblics with steel fasteners spaced not greater Ila a1 24 in O C. Siuds Bross -braced with stud framing at midheight where nc c e awry for c I ip ai ( u hnient. Nin I/4 in. Separation pat alt ton between steal framing and are a srpar anon watil, Finish railing has not been evaluated for Steel Studs. ill. Staael Stutls .... (As int ailternarc to items 4 anr14A ilii ruse .iii (t'rrtl'Tguration B orily not shown) For 2 lir, Nonbearing Nall Rating Channel shaped, f rbreated from min 25 MSG corrosion-proiec ted steel min 3-1/2 in. wide, min I- 4 art flange end 1,14 in return spaced a max of 24 in. OC" Studs to be curt C3/8 to 3/4 in less Shan rax embly height. lop and bottom tracks shall be channel shaped, 1 tbricated from min 25 MSG corrosion protected steel mm width to onrrnodutle chid rara"c with oma i an lung legs attached to Hoerr and ceiling with fasteners 24 in OC' max. Studs cross -braced with stud framing at'midheight where necessary lbr Clip auachrneat Mui 3/4 in. separation between steel framing and area wparali,)rt vv ill l rnisla wrung has not been evaluated for Steel Studs. ti Gypsum Hourcl ._ Classified or Unclassified - Min 1/2 in thick 4 R wide, applied either horiwiiially or vertically. Wallboard at'tachedto wood studs (Item L) whh I 14 in long +peel drywall nails spaced 12 in. OC. Wallboard attached to stc eI .studs (Ilem 4A or 413) with 1 in. long Typc S steel screws spaced 12 in. OC. Veriieal jouits located over studs (Optional) Joints covered with paper tape and point compound. Nail or screw head,,, covered with joint compound., [rA. Plywood Sheathing or CJSB -- (Not. shown) --- As an alternate to Item 5, Nominal 1/2 in. thiek or greater, plywood or OSB applied horizontally or vertically to wood or steel studs Vertical Joints located over studs Horizontal Joints shall ha butted tight to Dorm a closed joint. Fastened, to studs with nails or rews of sadlw. ent Icr)gih, spaced 12 in. OC, Joints amid fastener Treads went recluimd to he treated. Aluminurn clips shall be spaced as described in Item 6. 6. Attachment Clips Aluminum angle, 0.062 in, thick, mfr 2 in, wide with man 2 in and i 1 /Z illlegs, (:liras secured with minimum one Type S screw 318 in. long to 11 studs surd with i,ninimnn one Type W screw 1.1/4 in, long to wood Naming, or sive 1 trarning through holes provided in clip. Clips spared a max of 10 C, OC vertically boween wood or steel framing and 11" studs for separation walls up to 23 It high For sep oaion walls rap to 44 ft high, clips spaced as described. aibove far the upper 24 b and the remaining wall area below requires clips spaced la max 5 tP OC vcr'ucally between wood or steel framing sod 11" studs. `l. Batts and Blankels* --- (,Optimal, not ~Chown) ---- Placed in stud cavities, any glass fiber or minciul wool insulation, max 3.0 pcf density, hearingthe I.A. (I ras)ficalon M.irl larlr ars to Slirt'aee Burning Characteristics and/or Fire Itcsrstancv Sce Batts and Blankets (BKNV or B'2'J'!) Categories for names of C lassilicd companies IINN ing the UI t Itmilicalion Slark, Z DI?SIGN NO. U905 BLARING WALL, RATING - 2 HR. NONIWARING WALT, RATING 2 HR. r 2 4 (� I IORI%ONTAL Si'.CTiON i I . CONCRI FII BLOCKS' - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 11R) 1 MORTAR- BLOCKS LAID IN RELICT, B,PD OF MORTAR, NOM. 3/8 IN.'I HICK, OF NOT I.I:SS Tl IAN 2-1/4 AND NOT MORi TITAN 3-1/2 PARTS OP CLEAN SI IABP SAND TO 1 PAR'I,-PORI LAND CEMENT (PROPOIZTIONi:D BY VOLUMIi) AND NOT MORL THAN 50 PERCENT I IYDRA FD I,IMIi (131' CiiMI:NT VOLUME). VERTICAL JOINTS STAGGI:RIiD. 3. POI2'I'I.AND CI:M I:N'I' S"I-ACCO OR GYPSUM III,ASTC:R - ADD I/2 PARTY WALL W11 2 HR. FIRE WALL 2ND FLOOR TYPICAL PARTY WALL SCALE: 1/2"=1'-0" PARTY WALL 2" STEEL H -SECTION STUD 24" O.C. MAX. — (2) 1" GYPSUM LINER PANELS, SEE U373, SHEET SD8 FURRING FOR CONT DRYWALL 2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION 2" STEEL C -SECTION RUNNER I 8" CMU BLOCK WALL FINISH PER SPECS WO 2 HR. FIRt WALL JOINT FRAME TO BLOCK SCALE: 1/2" =1' PARTY WALL 8" CMU BLOC 2" STEEL C -SECTION WALL FINISH 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 0373 BATT SHEET SD8 INSULATION WO$\ 2 HR. FIREWALL JOINT FRAME TO BLCOK SCALE: 1/2"=1'-0" 4'-0", MIN. 4'4", MIN. FIRE RETARDANT] PARTY SHEATHING 48" AS SHOWN I WALL ADJ. TO 2nd FLOOR PARTY 2" C -TRACK WALL, TYP. @ 2nd FLOOR PARTY WALLS EXTERIOR WALL FRAMING 2" USG C -RUNNERS W/ 3/8" TYPE "S" PAN HEAD SCREWS —� 0.063" USG ALUMINUM ANGLE CLIPS W/ 3/8" TYPE "S" PAN HEAD SCREWS TO SHEET ROCK AND 1 1/4" TYPE "W" OR "S" SCREWS TO PLATE PLACE AT EACH END AND AND 8" O/C EACH FACE - SECTION A -A 3/4" AIR SPACE FIRE RATED ROOF SHEATHING PER PLAN W Q TRUSS OVERHANG EA. SIDE Q EXTEND THE (2) LAYERS OF 1" THICK USG GYP. 2x SPF #2 STUDS @ WALLBD. LINER PANELS OF 2 -HR. WALL INTO SOFFIT Z AREA W 0 16" O.C. U.N.O., w/ UJ Z i BATT INSULATION W 2" USG C -RUNNER W/ CUT INTERIOR FLANGES SHOWN WITH (3) 1 ` 1/4" TYPE "W" OR "S" SCREWS Z 2" STEEL H -SECTION 3/4" AIR GAP 2" TAPCONS AT MASONRY STUD 24" O.C. MAX. BOTH SIDES OF 0 m (2) 1" GYPSUM LINER PARTY WALL D PANELS, SEE 0373, 0 SHEET SD8 2x8 SPF #2 LL 1 1/2" OVERHANG LENGTH 1/2" O_ 2" STEEL C -SECTION RUNNER STUDS @ 16" O CV W ill O.C. U.N.O., w/ BATT INSULATION 4'-0", MIN. FIRE RETARDANT SHEATHING 48" AS SHOWN ADJACENT TO 2nd FLOOR INTERIOR PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS EXTERIOR 1/2" DRYWALL 2x4 SPF #2 STUDS@ 16" O.C. U.N.O., w/ BATT INSULATION 4'-0", MIN. FIRE RETARDANT SHEATHING W11 2 HR. FIRE WALL 2ND FLOOR TYPICAL PARTY WALL SCALE: 1/2"=1'-0" PARTY WALL 2" STEEL H -SECTION STUD 24" O.C. MAX. — (2) 1" GYPSUM LINER PANELS, SEE U373, SHEET SD8 FURRING FOR CONT DRYWALL 2x SPF #2 STUDS @ 16" O.C. U.N.O., w/ BATT INSULATION 2" STEEL C -SECTION RUNNER I 8" CMU BLOCK WALL FINISH PER SPECS WO 2 HR. FIRt WALL JOINT FRAME TO BLOCK SCALE: 1/2" =1' PARTY WALL 8" CMU BLOC 2" STEEL C -SECTION WALL FINISH RUNNER PER SPECS 2" STEEL H -SECTION STUD 24" O.C. MAX. 2x SPF #2 STUDS @ 16" (2) 1" GYPSUM LINER O.C. U.N.O., w/ PANELS, SEE 0373 BATT SHEET SD8 INSULATION WO$\ 2 HR. FIREWALL JOINT FRAME TO BLCOK SCALE: 1/2"=1'-0" 4'-0", MIN. 4'4", MIN. FIRE RETARDANT] PARTY SHEATHING 48" AS SHOWN I WALL ADJ. TO 2nd FLOOR PARTY 2" C -TRACK WALL, TYP. @ 2nd FLOOR PARTY WALLS EXTERIOR WALL FRAMING 2" USG C -RUNNERS W/ 3/8" TYPE "S" PAN HEAD SCREWS —� 0.063" USG ALUMINUM ANGLE CLIPS W/ 3/8" TYPE "S" PAN HEAD SCREWS TO SHEET ROCK AND 1 1/4" TYPE "W" OR "S" SCREWS TO PLATE PLACE AT EACH END AND AND 8" O/C EACH FACE - SECTION A -A 3/4" AIR SPACE FIRE RATED ROOF SHEATHING PER PLAN W Q TRUSS OVERHANG EA. SIDE UjPROFILE OF ROOF TRUSS BEYOND e,..•••!•..• �/® °° N • i •••r te,® C"i d ROOF SHEATHING TYP, _ - •. • *` " z z° C14 ill .ca rA-A _ Q i �+ 4 • G cr- 2x6 SUB -FASCIA _ _ ��.� _ _ _ _ H sOIP�p w1`0o�'� LL- �r i'/ .. _ Z112- HIGH STRENGTH OR 5/8" 0 GYP WB NAILED OR U SCREWED Z�° v TYP. EXTERIOR FINISH EXTEND THE (2) LAYERS OF W r 1" THICK USG GYP. WALLBD. W 0 ° AND EXT. SHEATHING o~. SEE TYP. EXT. WD, LINER PANELS OF 2 -HR. Q o 0' WALL INTO SOFFIT AREA = FRAME WALL SECTION U z BATT INSULATION SEE TYP. 0 U 0 TYP. 2x -WD. FRAME. SECTION FRAME WALL z U EXT. BRG. WALL PER 0 , fn PLAN 1/2 GYPSUM WALLBOARD > p �' SEE TYP. EXT. WD. FRAME WALL SECTION Li ELEVATION U "Wi2 HOUR SEPARATION @ EAVE SCALE: 1" =1'-0" m v, Z 11R TO CLASSIFIC'rV110N IF USED. WHi;RI CC)MBUSTII31,1; MEM.BEI2S 1/2' DRYWALL ; (2) 1" GYPSUM ARI? PRA11,10) IN WALL, PLAS'T'ER OR S'T'UCCO MUST BE APPLIED LINER PANELS, ON TI IF -'ACI: OPPOSI I'; FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF I-7/� 1W. ArTAC I I`D'TO CONCRI i li BLOCKS (ITEM I). SEE U373 ON INTERIOR WALL SHEET SD8 rr 4. LOOSIi MASONRY PILL IF ALL CORK SPACES ARE, FiLLED WTTII FRAMING " ,,jj��, L,OOSIi DRi' IiXPANDI;U SLAG, CXPANDI:U CLAY OR SHALE (ROTARY 2" H -STUD # KILN PROCFSs WA I I:R RPPi.LLFNT VERMICULITE, MASONRY FILL 3/4" AIR SPACE *. W ), 2x SPF #2 STUDS @ INS I, I LATI ON, 0 I SII ICON i? TREATED PPRU'ri, IDOSE FILL 'INSULATION ADD 2 Ii R'I'O CLASSIFICATION. 16" O.C. U.N.O., w/ 5. IFOAMCD PLASTIC' - (OPTIONAL NOT SHOWN) - 1-I/2 iN. THICK MAX, BATT INSULATION 4P'I'WIDI:SIIFATIIINGAT ACI11A)TOCONCRETEBLOCKS(ITlily I). W1 2 HR. FIRE WALL 2ND FLOOR BLARINGTI II: I11, CLASSIFICATION MARK TYPICAL PARTY WALL SCALE: 1/2"=1'-0" COPYRIGHT MCD 201 . The information contained in this (document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited LJ 0 Q 0 W Z �- 06 0 W (D H Q0 Z OG LUQ :D v 17 r iommommmo U) W �a fa ~ V UJ Z W aC Z off W Q W 1„L LLJ 0 r _ W U) U) 22 1 ("r—)) N Z n 0 J 00 W 0 z G W O �1 Z z Ir—z U) O O Immm— W 0 0 00 citZ W O --- D) W >- OLU 0 I— 0 F— I-- 0 H U) STRUCTURAL ENG: BED J Q DRAFTING: H Z-STRUCT: EA W nQC CHECK: CC LU 2 5 4JOB No. TM 2141197 Ln SCALE AS INDICATED DATE: 06/23/2014 t, SD8, Q EXTEND THE (2) LAYERS OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2 -HR. WALL INTO SOFFIT Z AREA W 0 UJ Z i 0 W 2" USG C -RUNNER W/ CUT FLANGES SHOWN WITH (3) 1 1/4" TYPE "W" OR "S" SCREWS Z U AT FRAME AND (3) 3/16" DIA. X 2" TAPCONS AT MASONRY W 0 m D 0 J1 LL 1 1/2" OVERHANG LENGTH 1/2" O_ \ O CV W ill UjPROFILE OF ROOF TRUSS BEYOND e,..•••!•..• �/® °° N • i •••r te,® C"i d ROOF SHEATHING TYP, _ - •. • *` " z z° C14 ill .ca rA-A _ Q i �+ 4 • G cr- 2x6 SUB -FASCIA _ _ ��.� _ _ _ _ H sOIP�p w1`0o�'� LL- �r i'/ .. _ Z112- HIGH STRENGTH OR 5/8" 0 GYP WB NAILED OR U SCREWED Z�° v TYP. EXTERIOR FINISH EXTEND THE (2) LAYERS OF W r 1" THICK USG GYP. WALLBD. W 0 ° AND EXT. SHEATHING o~. SEE TYP. EXT. WD, LINER PANELS OF 2 -HR. Q o 0' WALL INTO SOFFIT AREA = FRAME WALL SECTION U z BATT INSULATION SEE TYP. 0 U 0 TYP. 2x -WD. FRAME. SECTION FRAME WALL z U EXT. BRG. WALL PER 0 , fn PLAN 1/2 GYPSUM WALLBOARD > p �' SEE TYP. EXT. WD. FRAME WALL SECTION Li ELEVATION U "Wi2 HOUR SEPARATION @ EAVE SCALE: 1" =1'-0" m v, Z 11R TO CLASSIFIC'rV110N IF USED. WHi;RI CC)MBUSTII31,1; MEM.BEI2S 1/2' DRYWALL ; (2) 1" GYPSUM ARI? PRA11,10) IN WALL, PLAS'T'ER OR S'T'UCCO MUST BE APPLIED LINER PANELS, ON TI IF -'ACI: OPPOSI I'; FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF I-7/� 1W. ArTAC I I`D'TO CONCRI i li BLOCKS (ITEM I). SEE U373 ON INTERIOR WALL SHEET SD8 rr 4. LOOSIi MASONRY PILL IF ALL CORK SPACES ARE, FiLLED WTTII FRAMING " ,,jj��, L,OOSIi DRi' IiXPANDI;U SLAG, CXPANDI:U CLAY OR SHALE (ROTARY 2" H -STUD # KILN PROCFSs WA I I:R RPPi.LLFNT VERMICULITE, MASONRY FILL 3/4" AIR SPACE *. W ), 2x SPF #2 STUDS @ INS I, I LATI ON, 0 I SII ICON i? TREATED PPRU'ri, IDOSE FILL 'INSULATION ADD 2 Ii R'I'O CLASSIFICATION. 16" O.C. U.N.O., w/ 5. IFOAMCD PLASTIC' - (OPTIONAL NOT SHOWN) - 1-I/2 iN. THICK MAX, BATT INSULATION 4P'I'WIDI:SIIFATIIINGAT ACI11A)TOCONCRETEBLOCKS(ITlily I). W1 2 HR. FIRE WALL 2ND FLOOR BLARINGTI II: I11, CLASSIFICATION MARK TYPICAL PARTY WALL SCALE: 1/2"=1'-0" COPYRIGHT MCD 201 . The information contained in this (document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited LJ 0 Q 0 W Z �- 06 0 W (D H Q0 Z OG LUQ :D v 17 r iommommmo U) W �a fa ~ V UJ Z W aC Z off W Q W 1„L LLJ 0 r _ W U) U) 22 1 ("r—)) N Z n 0 J 00 W 0 z G W O �1 Z z Ir—z U) O O Immm— W 0 0 00 citZ W O --- D) W >- OLU 0 I— 0 F— I-- 0 H U) STRUCTURAL ENG: BED J Q DRAFTING: H Z-STRUCT: EA W nQC CHECK: CC LU 2 5 4JOB No. TM 2141197 Ln SCALE AS INDICATED DATE: 06/23/2014 t, SD8, t PANEL "B" 240/120 V, 1 PH., 3 W, 150 A, M. L.O. 10KAIC MFG. & CAT. # DESCRI PTZON PANEL No 240/120 V, 1 PH., 3 W, 150 A, M. L.O. 10KAIC MTD VOL TS PANEL "W 240/120 V, 1 PH., 3 W, 150 A, M. L.O. 10KAIC TYPE S CIRCUIT BREAKER WIRE CONDUIT SIZE AND LOCATION TO BE CIRCUIT BREAKER WIRE 5 DOWNLIGHT75W CIRCUIT BREAKER WIRE o r '4' DENOTES 4 -WAY SWITCH NUMBER 52E SINGLE RECEPTACLE DESCRIPTION LOAD NUMBER 52E 52E DESCRIPTION LOAD NUMBER SUE SZE DESCRIPTION LOAD 1,2 20A/1P #12 APPLIANCE CIRCUIT 3000 1,2 20A/1P #12 APPLIANCE CIRCUIT 3000 1,2 20A/1P #12 APPLIANCE CIRCUIT 3000 3 20A/1P #12 BATHROOM CIRCUIT CLOSE TO CEILING FIXTURE 3 20A/1P #12 BATHROOM CIRCUIT 120 3 20A/1P #12 BATHROOM CIRCUIT WRAP AROUND 48" 4 20A/1P #12 LAUNDRY CIRCUIT 1500 4 20A/1P #12 LAUNDRY CIRCUIT 1500 4 20A/1P #12 LAUNDRY CIRCUIT 1500 5,7 30A/2P #10 DRYER 5000 5,7 30A/2P #10 DRYER 5000 5,7 30A/2P #10 DRYER 5000 618 50A/2P #8 RANGE 12000 6,8 50A/2P #8 RANGE 12000 6,8 50A/2P #8 RANGE 12000 9 20A/1P #12 DISHWASHER 1200 9 20A/1P #12 DISHWASHER 1200 9 20A/1P #12 DISHWASHER 1200 10 20A/1 P #12 REFRIGERATOR 900 10 20A/1 P #12 REFRIGERATOR 900 10 20A/1 P #12 REFRIGERATOR 900 11,13 30A/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 12 20A/1 P #12 DISPOSAL 500 12 20A/1 P #12 DISPOSAL 500 12 20A/1 P #12 DISPOSAL 500 34,35 20A/1 P #12 SPARE WALKOUT LIGHT 34,35 20A/1 P #12 SPARE 36,37 20A/1 P #12 SPARE COACH LIGHT FIXTURE 13-28 15A/1P #14 GENERAL LIGHTING 5496 13-28 15A/1P #14 GENERAL LIGHTING 5829 13-30 15A/1P #14 GENERAL LIGHTING 6177 1832 SQ.FT. X 3 BOX FOR FUTURE FAN 1943 SQ.FT. X 3 I 2059 SQ.FT. X 3 FRONT ENTRY/PATIO 29 20A/1P #12 MICROWAVE 1500 29 20A/1P #12 MICROWAVE 1500 31 20A/1P #12 MICROWAVE 1500 J 0 1 75W CR _ PROVIDE A 5 -SIDED, LIGHT - -%- - - - -%- - - 0 - .j. _ 0 ALL CIRCUITS SERVING TOTAL 35596 ALL CIRCUITS SERVING TOTAL 35929 ALL CIRCUITS SERVING TOTAL 36277 DEVICES IN BEDROOMS DEVICES IN BEDROOMS DEVICES IN BEDROOMS SHALL BE PROTECTED BY 1OKW ® 100% 10000 SHALL BE PROTECTED BY 1OKW ® 1007o 10000 SHALL BE PROTECTED BY 1OKW 0 100% 10000 ARC FAULT BREAKERS. REMAINDER 0 40% 10238 ARC FAULT BREAKERS. REMAINDER ® 40% 10372 ARC FAULT BREAKERS. REMAINDER 0 40% 10511 NO MORE THAN 2 BEDROOMS NO MORE THAN 2 BEDROOMS NO MORE THAN 2 BEDROOMS PER 15A BREAKER. LARGER OF HEAT OR A/C 8640 PER 15A BREAKER. LARGER OF HEAT OR A/C 5640 PER 15A BREAKER. LARGER OF HEAT OR A/C 11232 30,32 45A/2P #8 * 8640 A/C ® 1007. 30,32 45A/2P #8 * 8640 A/C ® 100% 32,34 60A/2P #6 * 11232 A/C ® 100% 31,33 25A/2P #12 31,33 25A/2P #12 33,35 30A/2P #10 TOTAL CALCULATED 28878 TOTAL CALCULATED 29012 TOTAL CALCULATED 31743 * HEAT PUMPS AMPS ® 240 V, 1 PHASE 120.3 * HEAT PUMPS AMPS ® 240 V, 1 PHASE 120.9 * HEAT PUMPS AMPS ® 240 V, 1 PHASE 132.3 THE TOTAL HEAT LOAD IS A THE TOTAL HEAT LOAD IS A THE TOTAL HEAT LOAD IS A COMBINATION OF HEAT PUMP COMBINATION OF HEAT PUMP COMBINATION OF HEAT PUMP UNIT AND AIR HANDLING UNIT. TOTAL CONNECTED 44236 UNIT AND AIR HANDLING UNIT. TOTAL CONNECTED 44569 UNIT AND AIR HANDLING UNIT. TOTAL CONNECTED 47509 LIGHTING FIXTURE SCHEDULE MARK MFG. & CAT. # DESCRI PTZON LAMPS TYPICAL MTD VOL TS REMARKS NO. TYPE S L06 UNITz CONDUIT SIZE AND LOCATION TO BE CONDUIT SIZE AND LOCATION TO BEC A 5 DOWNLIGHT75W SPECIFIED BY TELEPHONE CO. m o r '4' DENOTES 4 -WAY SWITCH GND. TO SINGLE RECEPTACLE 3Ct: 006 GND. TO 1 R30 CR 120 SERVICE GROUND. DUPLEX RECEPTACLE (DENOTES HALF -SWITCHED) 2220V PENDANT 'd 150W Qi JUNCTION BOX, WALL MOUNTED Q B CJ F FIXTURE 2 A19 P 120 �y1 W C zW �zy- CLOSE TO CEILING FIXTURE 1 6OW A19 CS 120 MUSHROOM Cl Mme, WRAP AROUND 48" LJ� 40W ® CHIMES cco CONDUIT RUN CONCEALED IN CEILING OR WALL J FLUORESCENT 2 T12 CS 120 WEATHERPROOF =3 0 48" CHROME BATHROOM O 6OW 2 C MOUNT ABOVE MIRROR D • BEAUTY BAR 8 G25 � 120 G25 CLEAR BULBS. D1 18" CHROME 10OW MOUNT ABOVE MIRROR BEAUTY BAR 3 A19 120 G25 CLEAR BULBS. D2 36 CHROME BATHROOM 6 60W 120 MOUNT ABOVE MIRROR BEAUTY BAR G25 G25 CLEAR BULBS. 24" CHROME 100W MOUNT ABOVE MIRROR D3 BEAUTY BAR A19 120 G25 CLEAR BULBS. E WALL MOUNTED 1 60W WS 120 MOUNT ®7' AFF. WALKOUT LIGHT A19 F COACH LIGHT FIXTURE 1 22W PL WS 120 AGED BRONZE FINISH G1 PREWIRED JUNCTION BOX BOX FOR FUTURE FAN I FRONT ENTRY/PATIO 1 6OW CS 120 CEILING J SHOWER 1 75W CR 120 PROVIDE A 5 -SIDED, LIGHT A19 FIRE -RATED BOX AROUND DOWNLIGHTS WHICH PENETRATE FIRE -RATED FLOOR CEILING ASSEMBLIES. EQUIPMENT RATINGS A. UL LISTED SERIES RATINGS MAY BE APPLIED FOR ALL DOWNSTREAM EQUIPMENT. CONTRACTOR TO PROVIDE SHOP DRAWINGS. B. CONTRACTOR SHALL VERIFY THAT AIC RATINGS STATED ARE ADEQUATE AND MAKE ANY NECESSARY ADJUSTMENTS PRIOR TO PURCHASING EQUIPMENT. C. ALL WIRE SHALL HAVE THWN/THHN INSULATION. D. TERMINATIONS ON ALL ELECTRICAL EQUIPMENT SHALL BE RATED FOR 75'C WIRE. ELECTRICAL RISER NOTES QQ 1 • 150 AMP 120/240 VOLT, 10 METER/MAIN COMBINATION FOR "BIRCH", "REDWOOD" AND "WILLOW" UNITS. 2. 225 AMP 120/240 VOLT, 10 42 SPACE PANEL IN GARAGE. 3. UNDERGROUND SERVICE LATERAL TO CLOSEST UTILITY TRANSFORMER OR PEDESTAL; SUPPLIED AND INSTALLED BY THE POWER COMPANY. 4• 2/0 ALUMINUM SER CABLE FOR "BIRCH", "REDWOOD", AND "WILLOW" UNITS. ALL AS ALLOWED BY NATIONAL ELECTRICAL CODE SECTION 310-15(8)6 AND TABLE 310-15(B)6. 5. #4 COPPER. 6. 5/8" GROUND ROD TIED TO FOOTER STEEL. d9stam 7. OPEN WIRING TO OUTLETS TO OTHER � OUTLETS r -- TYPICAL ;it o TENANT p f TYPICAL UNIT Y z W w S m OPEN WIRING TO OUTLETS TO OTHER OUTLETS r-- TEL.CO.PEDESTAL. ;it o CABLE/TB BOX. 2. ALL SWITCHES AND RECEPTACLE OUTLETS SHALL BE "DECORA" STYLE WITH ROCKER TYPE TYPICAL D FLUORESCENT FIXTURE i-----� TENANT a w LIGHTING FIXTURE, CEILING PENDANT/SURFACE MOUNTED L06 UNITz CONDUIT SIZE AND LOCATION TO BE CONDUIT SIZE AND LOCATION TO BEC w 5 SPECIFIED BY TELEVISION/CABLE CO. SPECIFIED BY TELEPHONE CO. m o r '4' DENOTES 4 -WAY SWITCH GND. TO SINGLE RECEPTACLE 3Ct: 006 GND. TO ELECTRICAL TO CENTER. = ELECTRICAL SERVICE GROUND. DUPLEX RECEPTACLE (DENOTES HALF -SWITCHED) 2220V SERVICE GROUND. TYPICAL UNIT TELEPHONE RISER DIAGRAM NOT TO SCALE TYPICAL UNIT TELEVISION RISER DIAGRAM NOT TO SCALE TO POWERCOMPA SERVICE TRANSFOI TYPICAL UNITS POWER RISER DIAGRAM NOT TO SCALE SYMBOL LEGEND °42249 # 14-2254 i U) 0 1. ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 2. ALL SWITCHES AND RECEPTACLE OUTLETS SHALL BE "DECORA" STYLE WITH ROCKER TYPE SWITCHES, WHITE FINISH. D FLUORESCENT FIXTURE i-----� STRIP TYPE FIXTURE, FLUORESCENT w a LIGHTING FIXTURE, CEILING PENDANT/SURFACE MOUNTED -�- LIGHTING FIXTURE, RECESSED CEILING MOUNTED a LIGHTING FIXTURE, WALL MOUNTED a SINGLE POLE SWITCH, MOUNTED 0 48" AFF., TO CENTER w._ '2' DENOTES 2 -POLE SWITCH w � '3' DENOTES 3 -WAY SWITCH o r '4' DENOTES 4 -WAY SWITCH e- SINGLE RECEPTACLE 3Ct: DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNT 0 18"AFF, a TO CENTER. m zc GFI TYPE DUPLEX RECEPTACLE LOCATED 0+48" A.F.F. 3 DUPLEX RECEPTACLE (DENOTES HALF -SWITCHED) 2220V SINGLE 250V NON-LOCKING TYPE RECEPTACLE 'd DISCONNECT SWITCH. Qi JUNCTION BOX, WALL MOUNTED Q JUNCTION BOX, CEILING MOUNTED (PROVIDE RATED J -BOX AS REQUIRED) CJ F FAN RATED OUTLET BOX Lm MECHANICAL EQUIPMENT CONNECTION (FAN BY DIV. 23) �~ ham- SMOKE DETECTOR, 120V, W/BATTERY BACK-UP - �y1 W DWELLING UNITS. zW �zy- COMBINATION SMOKE/CARBON MONOXIDE DETECTOR, w 0 120V, W/BATTERY BACK-UP - INSTALLED WITHIN 10 1 FEET OF EACH SLEEPING ROOM. TELEPHONE OUTLET, MOUNTED 0 18' AFF, TO CENTER. Mme, TELEVISION OUTLET, MOUNTED 0 18' AFF, TO CENTER, WITH CABLE CONNECTOR LJ� PER CABLE TV COMPANY REQUIREMENTS ® CHIMES cco CONDUIT RUN CONCEALED IN CEILING OR WALL J HOMERUN TO PANELBOARD PANELBOARD - FLUSH MOUNTED H o WP WEATHERPROOF °42249 # 14-2254 i U) 0 > 0 _j IR w� 0 o w a cn wm � o , L w._ J 0� c U) 0 > 0 IR � 0 o w a cn wm � o , L w � o o r 0 :15 ar a N r N V) W 'd CDN • w 0 1 c Lm 1 m �~ ham- r..., �y1 W H zW �zy- 1 w 0 cc 1 � . m z .. Lw Mm i w 0 H I 0 cco JOB NO: 14004 J co —, H o O W =3 0 O n cn 2 C c IR � 0 o 3 ` 0 M L L o .6- 0 :15 ar a DDM N V) W 'd CDN • w 0 L c Lm � �~ ham- r..., zW �zy- CO � 0 cc � J M Mm i w a V In �n O coR W JOB NO: 14004 J r;, DRAWN: NDM O =3 n cn c cu C • O Lo � E -2A ELECTRICAL SCHEDULES AND DETAILS IR � 0 o 3 ` 0 M o .6- :15 ar a DDM M V) W 'd o • w 0 L c a o� w zW �zy- `VVV � 0 g .o o to o .. Mm i w a V In �n O FW- W JOB NO: 14004 PROJ MGR: WJ DRAWN: NDM CHECKED: NDM E -2A ELECTRICAL SCHEDULES AND DETAILS 11.110.1 BIRCH UNIT 1ST FLOOR ELECTRICAL P SCALE: 1/4' = 1'-0" BIRCH 2ND FLOO ELECTRICAL PLAN ELECTRICAL SHEET NOTES® 1. AIR HANDLING UNIT CONNECTION. 2. WATER HEATER CONNECTION. 3. REFRIGERATOR CONNECTION. MOUNT ® 60" AFF. 4. RANGE CONNECTION. 5. MICROWAVE/HOOD CONNECTION. MOUNT 0 60" AFF. 6. DISHWASHER CONNECTION. 7. GARBAGE DISPOSAL CONNECTION. 8. WASHER CONNECTION. MOUNT 0 48" AFF. 9. DRYER CONNECTION. MOUNT 0 48" AFF. 10. CONNECT SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 12. PROVIDE FLUSH MOUNTED WALL SWITCH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 72"AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 13. PREWIRE FOR GARAGE DOOR OPENER 14. PROVIDE KELESS PULLCHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL CONTRACTOR. 15. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT SWITCH AS FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -W 30A/2P/30AF. = 3/4"C - 2#10, 1#10GND. CONNECT TO RESPECTIVE UNIT PANEL. 16. PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM IS CHOSEN. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT 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-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER NEC 2008 406-11 REQUIREMENTS. 6. FOR METER LOCATION, SEE SHEET E -W1 AND E -2A FOR POWER RISER DIAGRAM. ADDITIONAL ELECTRICAL NOTES 1. SWITCH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 2. ADDITIONAL ELECTRICAL OUTLETS (SWITCHES, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, RECESSED CANS, PENDANT LIGHTS, UNDERCABINET LIGHTS, ETC.) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. 3. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWINGS SHOULD BE CONSIDERED AS GENERAL. ACTUAL OUTLET QUANTITIES AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. 14-2249 r # 14-2254 . W'j 10 40 .,.ti,• M C O in M c L Aim z 0 D z w 0 cc _Fn o ui > m Lu Q I D � r W o 1 1 M1 W H 1 W 0 1 0 m 1 M 0 0 _ 0 ~ J `n GoA N J o Li 0 2 a �i C O in M c L L 0 o V A O m N N C/7 N C V►M t9 %� 0 LM Cl) r ~ N q Lo O =o .. 04 S c CU �w cu J LL r�, Q W cl QC Cn CU PROJ MGR: WJ ~— Lo -c o CHECKED; NDM o �i C O in M c o V A o, N m N C/7 C V►M t9 %� 0 =o .. .a W" ig c E �w z iA0 .:i N W cl JOB NO: 14004 PROJ MGR: WJ DRAWN: NDM CHECKED; NDM E�B I �s BIRCH UNIT IST FLOOR ELECTRICAL PLAN A ■ REDWOOD UNIT 1ST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' REDWOOD UNIT 2ND FLOORELECTR ICAL PLAN ELECTRICAL SHEET NOTESq) 1. AIR HANDLING UNIT CONNECTION. 2. WATER HEATER CONNECTION. 3. REFRIGERATOR CONNECTION. MOUNT 0 60" AFF. 4. RANGE CONNECTION. 5. MICROWAVE/HOOD CONNECTION. MOUNT 0 60" AFF. 6. DISHWASHER CONNECTION. 7. GARBAGE DISPOSAL CONNECTION. 8. WASHER CONNECTION. MOUNT 0 48" AFF. 9. DRYER CONNECTION. MOUNT 0 48" AFF. 10. CONNECT SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11. PROVIDE FAN RATED BOX WITH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 12. PROVIDE FLUSH MOUNTED WALL SWITCH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 72"AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 13. PREWIRE FOR GARAGE DOOR OPENER 14. PROVIDE KELESS PULLCHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL CONTRACTOR. 15. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT SWITCH AS FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -W 30A/2P/30AF. = 3/4"C - 2#10, 1#10GND. CONNECT TO RESPECTIVE UNIT PANEL. 16. PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM IS CHOSEN. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT 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-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER NEC 2008 406-11 REQUIREMENTS. 6. FOR METER LOCATION, SEE SHEET E -W1 AND E -2A FOR POWER RISER DIAGRAM. ADDITIONAL ELECTRIC L NOTES 1. SWITCH AND RECEPTACLE LOCATIONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 2. ADDITIONAL ELECTRICAL OUTLETS (SWITCHES, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, RECESSED CANS, PENDANT UGHTS, UNDERCABINET LIGHTS, ETC.) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. 3. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWINGS SHOULD BE CONSIDERED AS GENERAL. ACTUAL OUTLET QUANTITIES AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. 14-2249- 014-2254 a z 0 cn 0 z 0 w m o M v 4 � I I I I I I I I I a z 0 cn 0 z 0 w m o M v 4 � UJ Q U) w m U 0 m , � •t 0 y W 0'o E D W 0 � o go 04 N .� N a LTJ 0 JLLJ Lm C/)CD 1 c Q1 SOC M1 W � J 1 m � :E 1 W o N - _ co 1 � = LLLL r' M Ja c*a � CHECKED: NDM MJ co IOU J o o co cu Q> -� .Cu C Q Lo CL a 0 3 c 0 o M v 4 � L � •t 0 y W 0'o E v 0 O C� go 04 N .� N a LTJ 0 JLLJ Lm C/)CD Q1 SOC � J I-, ' C37 :E J N - _ co CU W = LLLL r' Ja CHECKED: NDM o co cu Q> -� .Cu C Lo CL >E 0 E -R I REDWOOD UNIT IST FLOOR ELECTRICAL PLAN 0 3 c 0 o M v 4 � � •t y W 0'o E v 0 a go 04 a LTJ 0 JLLJ SOC � g v :E J E s V SAO H W JOB NO: 14004 PROJ MGR: WJ DRAWN: NDM CHECKED: NDM E -R I REDWOOD UNIT IST FLOOR ELECTRICAL PLAN - ___..._...._.l WILLOW UNIT 1ST FLOOR ELECTRICAL PLAN WILLOW UNIT 2ND FLOOR ELECTRICAL PLAN �. yr = 1'-0" ELECTRICAL SHEET NOTESQ 1. AIR HANDLING UNIT CONNECTION. 2. WATER HEATER CONNECTION. 3. REFRIGERATOR CONNECTION. MOUNT 0 60" AFF. 4. RANGE CONNECTION. 5. MICROWAVE/HOOD CONNECTION. MOUNT 0 60" AFF. 6. DISHWASHER CONNECTION. 7. GARBAGE DISPOSAL CONNECTION. 8. WASHER CONNECTION. MOUNT ® 48" AFF. 9. DRYER CONNECTION. MOUNT ® 48" AFF. 10. CONNECT SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11. PROVIDE FAN RATED BOX NTH BLANK COVER FOR FUTURE LIGHTING FIXTURE OR PADDLE FAN. 12. PROVIDE FLUSH MOUNTED WALL SWITCH TO SERVE AS AIR HANDLING UNIT DISCONNECTING MEANS. MOUNT AT 72"AFF. SEE MANUFACTURERS RECOMMENDATION PRIOR TO ROUGH - IN. CONNECT COMPLETELY. 13. PREWIRE FOR GARAGE DOOR OPENER 14. PROVIDE KELESS PULLCHAIN FIXTURE AND 120V OUTLET NEAR EACH ATTIC ACCESS. CONNECT TO ASSOCIATED TENANTS PANEL. VERIFY LOCATIONS WITH GENERAL CONTRACTOR. 15. CONDENSING UNIT CONNECTION. PROVIDE NEMA 3R DISCONNECT SWITCH AS FOLLOWS, AND CONNECT TO RESPECTIVE TENANT PANEL. SEE MANUFACTURER RECOMMENDATION PRIOR ROUGH - IN. CONNECT COMPLETE. HP -W 30A/2P/30AF. = 3/4"C - 2#10, 1#10GND. CONNECT TO RESPECTIVE UNIT PANEL. 16. PROVIDE SMOKE DETECTOR AND COMBINATION SMOKE/CARBON MONOXIDE DETECTOR IF OPTIONAL BEDROOM IS CHOSEN. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALI_ BREAKERS SERVING INTERIOR OF DWELLING UNIT NON-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210-12B REQUIREMENTS. 5. ALL DWELLING UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER NEC 2008 406-11 REQUIREMENTS. 6. FOR METER LOCATION, SEE SHEET E -W1 AND E -2A FOR POWER RISER DIAGRAM. ADDITIONAL ELECTRICAL NOTES 1. SWITCH AND RECEPTACLE LOCA11ONS MAY VARY SLIGHTLY DUE TO FRAMING AND MASONRY FIELD CONDITIONS. 2. ADDITIONAL ELECTRICAL OUTLETS (SWITCHES, RECEPTACLES, FLOOR OUTLETS, CEILING FAN OUTLETS, RECESSED CANS, PENDANT LIGHTS, UNDERCABINET UGHTS, ETC.) MAY BE PRESENT AS OPTIONS OFFERED BY THE BUILDER. 3. PHONE AND TV OUTLETS AS INCLUDED ON THE DRAWINGS SHOULD BE CONSIDERED AS GENERAL. ACTUAL OUTLET QUANTITIES AND LOCATIONS PER EACH UNIT SHALL BE SPECIFIED BY THE BUILDER. #14-2249--- #14-2254 aZr­ a w �. I i$ w� Ld 0 0 0LL_ z 0 m p cc cn U W � o � m 4 m ' D r W o 1 1 M1 H 1 W O 1 O m 1 z 0 V = 0 ~ N J o W J Li O 2 rm a i$ j 0 0 O i r0 a 4 N �Mlt C? CD 0-a'- N �i -CID N o. NN cn ti ti � W) co Lo O 6 aC J F.- 04 v �° o M to cu J rL n w q�q1� FM•� II O C) I— W E 0 o i$ j 0 0 O 7 r0 4 N �Mlt 0-a'- �i m o. NN Cn "' W) co W w gas v �° o w q�q1� N =W Uf O II m C) I— W JOB NO: 14004 PROJ MGR: WJ DRAWN: NDM CHECKED: NDM E.■.Wl WILLOW UNIT 1ST FLOOR ELECTRICAL PLAN HVAC GENERAL NOTES A. HVAC WORK SHALL BE IN ACCORDANCE WITH THE "2010 FLORIDA BUILDING CODE - MECHANICAL" AND ALL LOCAL CODES. B. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF THE ARCHITECT AND/OR ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. C. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMIUARIZE HIMSELF WITH THE PLANS. D. PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. E. DUCT MATERIAL AND INSTALLATION SHALL CONFORM TO SMACNA. F. PROVIDE ALL CONTROL WIRING AND CONDUIT IN COMPLIANCE WITH NEC AND DIVISION 16 SPECIFICATIONS. G. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOP RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. H. INSULATE SUPPLY AND RETURN DUCTS TO A MINIMUM R -VALUE OF 6.0 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R -VALUE MAY BE 4.2. I. SECURE FIBROUS DUCT BOARD SECTIONS TOGETHER WITH STAPLES AND SEAL WITH FABRIC AND MASTIC. PROPERLY APPLIED HEAT OR PRESSURE SENSITIVE TAPE IS ALLOWED IN LIEU OF FABRIC AND MASTIC. J. IN HANDICAPPED ACCESSIBLE AREAS. MOUNT CONTROLS AT 48" ABOVE FINISHED FLOOR. K. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE BY THE MECHANICAL SUBCONTRACTOR. L. PROVIDE FILTERS IN AHU'S DURING CONSTRUCTION. REPLACE WITH PLEATED MEDIA FILTERS AT SUBSTANTIAL COMPLETETION. M. LOCATE WALL AND ROOF TERMINATIONS AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATIONS TO MATCH BUILDING COLOR. N. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. 0. PROVIDE MINIMUM 30 GAUGE GALVANIZED STEEL ROUND DUCT FOR DRYER AND BATH EXHAUST. ALUMINUM IS ALLOWED IF 26 GAUGE PER THE FMC TABLE 603.3, AND ONLY IF 5 FT AWAY FROM FIRE RATED PENETRATIONS. P. ASSEMBLE DRYER DUCTS WITHOUT SHEET METAL SCREWS OR OTHER FASTENERS EXTENDING INTO AIR STREAM. RUN EACH JOINT IN THE DIRECTION OF AIR FLOW SO AS NOT TO CATCH LINT. SEAL JOINTS WITH NON-COMBUSTIBLE MATERIAL. Q. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS-SECTIONAL AREA IS NOT DECREASED. R. PROVIDE ENGRAVED TAGS FOR ALL CU'S. MOUNT TAGS PERMANENTLY ON CU ND 0 NNECT. S THIS INSTALLATION CO IES WITH NA RAL VENTIALTION SPLIT SYSTEM HEAT PUMP SCHEDULE MARK AHU-B.R/HP-B,R AHU-W/HP-W NOMINAL TONS OF HP 3.0 3.5 TOTAL COOUNG CAP (MBH 0 ARI) 35.81 42.00 SENSIBLE COOUNG CAP. (MBH 0 ARI) 28.34 30.82 AHU CONFIGURATION VERTICAL VERTICAL SUPPLY AIR (CFM) 1200 1400 EXTERNAL STATIC PRESS. (IN.WTR.) 0•4 0.4 EVAPORATOR FAN HP 1/2 1/2 VOLT/W 230/1 230/1 FLA 4.1 4.1 ELECTRIC HEAT KW 8.0 10.0 VOLT/O 230/1 230/1 STAGES 1 1 COMPRESSORS NUMBER 1 1 VOLT/O 230/1 230/1 RLA/LRA (EA) 16.7/79.0 22.4/109.0 STAGING (X) 0-100 0-100 CONDENSER FAN NUMBER 1 1 VOLT/O 230/1 230/1 MCA 22.1 29.2 FLA (EA) 1.2 1.2 AREA SERVED BIRCH, REDWOOD TH WILLOW TH MANUFACTURER CARRIER CARRIER AHU MODEL # FX4CNF042 FX4CNF048 HP MODEL # 25HBB536 25HBB542 MINIMUM EER OR SEER 15.0 / 8.5 15.3 /8.8 OPERATING WEIGHT (AHU/HP) 144/254 150/280 REMARKS 1-8 1-8 NOTES: 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER AND ELECTRIC HEATER LOSSES. 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 3. PROVIDE 1" THROWAWAY FILTERS. 4. PROVIDE HEATING/COOUNG PROGRAMABLE THERMOSTAT HONEYWELL 6000 - MODEL TH6320U1000 AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. 5. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 6. MCA - MINIMUM CIRCUIT AMPACITY 7. EXTERIOR INTERLOCK WIRING BETWEEN AHU AND HP MUST BE RUN IN LIQUIDTTTE FLEXIBLE CONDUIT. 8. PROVIDE AHU WITH FACTORY MOUNTED DISCONNECT. EXHAUST FAN SCHEDULE Laj MARK MANUFACTURER DESCRIPTION MOUNTING COLOR ELECTRICAL REMARKS O MAXIMUM o o M WATTS VOLTS MARK TYPE & MODEL CFM E.S.P. DRIVE MOUNTING SONES SERVES REMARKS AIRMATE SERIES 280 FIXED BAR FACE SURFACE CEILING ALL WHITE STEEL 1,5 PHASE ALLOWED & TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 4. ONE-WAY UNLESS OTHERWISE NOTED ON PLANS BY ARROWS. EF -1 NUTONE NX50 50 0.10 DIRECT 4.9 120/1 CEILING 0.30 BATHROOMS 1,2.3.4 1. PROVIDE WITH UNIT MOUNTED DISCONNECT. GJ. 2. PROVIDE WITH WHITE OR OFF-WHITE CEILING GRILLE. C 3. PROVIDE WITH BACKDRAFT DAMPER. w 4. CONTROL WITH MANUAL SWITCH. J GRILLE AND DIFFUSER SCHEDULE Laj MARK MANUFACTURER DESCRIPTION MOUNTING COLOR MATERIAL REMARKS O � o o M #14-2249 ° OA SEIACE RM TE 400 ADJUSTABLE CURVED BLADE FACE CEILING ALL WHITE STEEL 1,2,3,4,5 O AIRMATE SERIES 280 FIXED BAR FACE SURFACE CEILING ALL WHITE STEEL 1,5 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS I PROVIDE OBD ADJUSTABLE FROM FACE OF GRILLE ON ALL DIFFUSERS. & TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 4. ONE-WAY UNLESS OTHERWISE NOTED ON PLANS BY ARROWS. /�� V/ W Vl 5. COORDINATE FINAL LOCATION WITH ARCHITECT OR OWNER. -� REQUIREMENT AS PER BC 2010 - M CHANICAL, 402.2 VENTILATION AREA REQ IRED. T. PROVIDE AN AIR BALANCE REPORT FOR THE SUPPLY AIR SYSTEM OF ONE AHU OF EACH TYPE ON THE SCHEDULE. MEASURE THE AIR FLOW OUT OF EACH SUPPLY REGISTER AND ATTEMPT TO BALANCE THE SYSTEM TO THE AIR FLOWS LISTED ON THE HVAC PLANS. LIST ANY DIFFICULTIES AND OBSERVATIONS. PERFORM THIS TEST AND BALANCE BEFORE ANY DUCTS ARE CLOSED IN WITH DRYWALL. HAVE THE AIR REGISTERS IN PLACE. PROVIDE TEMPORARY POWER AS REQUIRED. SUBMIT THIS REPORT TO THE ARCHITECT ON CONTRACTOR LETTERHEAD. THE PURPOSE OF THIS PROCEDURE IS TO ALLOW ANY AIR FLOW PROBLEMS TO BE SOLVED AND AIR FLOW TO BE OPTIMIZED WITH MINIMAL REWORK. U. SUPPORT SPACING FOR ALL PIPES SHALL COMPLY WITH TABLE 305.4 OF THE FLORIDA MECHANICAL CODE. SPECIFICALLY, REFRIGERANT PIPING SHALL BE SUPPORTED ON 6 FOOT CENTERS AND CONDENSATE PIPING SHALL BE SUPPORTED ON 3 FOOT CENTERS IF 1 INCH OR SMALLER, AND 4 FOOT CENTERS IF OVER 1". V. COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS WHEN INSTALLING EQUIPMENT AND MATERIALS. W. COAT INSIDE OF DUCTS AND PORTIONS OF CEIUNG ASSEMBLY VISIBLE THROUGH GRILLES OR REGISTER WITH FLAT BLACK ASTM E-84 25/50 RATED COATING. CONDENSATE UNE 6" MIN. ABOVE FINIS GRADE ON SODDED OR MULCHED AREAS URLT NOT TO 1/2" ALL THREAD ROD CONNECTED TO STRUCTURE ABOVE 10 GA. STEEL WIRE HANGER SUPPLY DUCT 2" VIBRATION ISOLATOR AS RECOMMENDED BY MANUFACTURER RETURN DUCT RETURN PLENUM WITH RETURN GRILLE MOUNTED ON BOTTOM �-- 2" MIN �- REFRIGERANT LINES 1" INSULATED CONDENSATE LINE 3" MIN. ALL SIDES MIN. 24 GA. GALV STEEL STEEL CHANNEL AUX. CONDENSATE PAN ABOVE CEILING AHU DETAIL NOT TO SCALE PROVIDE FOAM PLUG -CUT -- FLUSH AT CONDUIT ENTRANCE OR PACK WITH ROCK WOOL INSULATE ENTIRE LENGTH OF' SUCTION LINE III LONG SWEEP 90' ELBOW PVC CONDUIT WITH SOLVENT - WELDED JOINTS. 41F'OR UP TO TWO SETS OF REFRIGERANT LINES. 6"IFOR UP TO 3 SETS OF LINES. CONDENSING UNTIT PAD INSIDE OUTSIDE �. M LIQUID UNE APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM, AND CAULK WEATHERTIGHT. TERMINAL 6" ABOVE PAD. PUMP PAD PVC CONDUIT THRU HEAT PUMP PAD 3/8"OLAG BOLTS 4" FROM EACH CORNER & MAX. 24" OC IN ALL SIDES. a• a . II a II TYPICAL CONDENSING UNIT ANCHORING DETAIL NOT TO SCALE AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. NOT REQUIRED IF A SECONDARY DRAIN PAN IS USED. 12" EXTENSION PIPE WITH THREADED CAP AT END ,.-•• VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEANOUT AT LEAST 1" ABOVE FLOAT SWITCH TRIPPING HEIGHT, IN SECONDARY DRAIN. 2" M CHANICAL CLOSET. PROVIDE AS PLNUM RATED CPVC OR COPPER WITHIN PLENUM RETURN E '-4J-U-­- -- PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH CLEANOUT IS ACCEPTABLE. THE TRAP MAY BE OMITTED IF THE UNDERGROUND PORTION OF THE LINE FORMS A NATURAL TRAP AND CONDENSATE LINE SERVES ONE AHU ONLY CONDENSATE TRAP DETAIL NOT m SCALE Hz uo ANG FLEXIBLE DUCTS WITH 1-1/2" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN UEU OF METAL STRAPS NOTE: SUPPORT DUCT AT EACH CHANGE OF DIRECTION. DUCT SUPPORT DETAIL WEATHER PROOF VENT. SEPARATE FROM ATTIC VENT. DUCT ATTACHED TO TRUSS �•'''� EXHAUST DUCT KDRAFT DAMPER ONLY FOR DRYER EXHAUST) LRD SCREEN OMIT FOR DRYER EXHAUST) PACT( INTERSTITIAL SPACE WITH BATT INSULATION TIGHT ALL AROUND hM MULTIPLE EXHAUST TERMINALS ON ONE VENT IS I ACCETABLE. EXHAUST DUCT TERMINATION DETAIL NOT TO SCALE Laj Z m sy _ O 3 o o M #14-2249 ° O -- ##14-2254 N r. CJ V - a -...-, Laj Z m sy _ O 3 o o M ° O J J N r. CJ V - rm Z m O 3 o o M ° ..1 N r. a Q mM CV /�� V/ W Vl v- -� CV a Lj.jo CD C/) GJ. ,. C U-) w O J Pte- CN rn CV _ � o o Z ... .. CD =w�o s J LL ~ W JOB NO: 14004 PROJ MGR: WJ o U) cu C r •c O •� � cL 0 Z m O 3 o o M ° ..1 N r. mM N /�� V/ W Vl v- m � a Lj.jo CD GJ. ,. w �o v W•° W= _ � o o Z ... .. E =w�o 0 H W JOB NO: 14004 PROJ MGR: WJ DRAWN: GP CHECKED: GP M -2A MECHANICAL SCHEDU AND DETAILS BIRCH UNIT 1ST FLOOR MEC 7 2ND FLOOR MECHANICAL PLAN SCALE: 1/4" = V-0" PLAN KEY NOTES(l) 1, MOUNT AHU IN ATTIC PER DETAIL ON SHEET M -2A. 2, PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. TRANSITION SUPPLY PLENUM DUCT TO SIZE SHOWN AFTER S/A DISCHARGE. RUN MAIN SUPPLY TRUNK PARALLEL WITH CEILING TRUSSES. SEE STRUCTURAL DRAWINGS FOR TRUSSES LOCATION AND ORIENTATION. 3, REFRIGERANT LINES. ROUTE FROM AHU IN ATTIC, DOWN TO FIRST FLOOR JOIST SPACE TO WALL AND DOWN THRU WALL BELOW GRADE, AND UP THRU HP PAD. SEE UNDERGROUND "REFRIGERANT LINES DETAIL" ON SHEET M -2A. WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. 4. 3/4" PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU IN ATTIC, DOWN TO FIRST FLOOR JOIST SPACE TO WALL AND DOWN THRU WALL BELOW GRADE TO 1 FEET BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. INSULATE WHERE INSIDE UNCOOLED SPACES AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET M -2A. 5. MOUNT HP ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED HP DIMENSIONS BY 4" ON ALL SIDES. PLACE HP'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR HP'S SECURELY TO PAD. LOCATION OF HP'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. 6. 4" ROUND MINIMUM 30 GAUGE DRYER EXHAUST DUCT. ROUTE FROM 8" TO 12" ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, THRU SECOND FLOOR ATTIC SPACE TO ROOF VENT CAP. INSTALL AS PER DETAIL ON SHEET M -2A. PROVIDE CONNECTION LIP AT DRYER. ALL THE EXHAUST SYSTEM SHALL BE SECURLY SUPPORTED IN PLACE. THE MALE END OF THE DUCT AT OVERLAPPING JOINTS SHALL EXTEND IN THE DIRECTION OF AIRFLOW. TRANSITION DUCTS FROM DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO A MAXIMUN LENGTH OF 8 FT AND SHALL BE LISTED AND LABELED FOR THE APPLICATION. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. 7. FOR DRYER MAKE-UP AIR, PROVIDE MINIMUM 12X12 LOUVER IN DOOR, OR PROVIDE FULL HEIGHT LOUVERED DOOR. 8. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER ON CEILING. ROUTE 30 GAGE MIN. ROUND GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM OR ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT ROOF CAP TO MATCH ROOF COLOR. 9. UL RATED DUCTLESS RANGE HOOD. 10. 4" EXHAUST DUCT UP TO ROOF VENT CAP. 11. 146 FIBERGLASS DUCTBOARD SUPPLY DUCT DOWN FROM 2nD FLOOR TO FIRST FLOOR JOIST SPACE. 12. HONEYWELL ZONE CONTROL SYSTEM MAIN PANEL. PROVIDE CONTROL PANEL, MOTORIZED DAMPERS, PRESSURE REGULATING BY-PASS DAMPER. SUPPLY AIR SENSOR AND PROGRAMABLE THERMOSTATS. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. 13. 12" ZONE SYSTEM BY-PASS FLEX DUCT WITH PRESSURE REGULATING DAMPER. ROUTE FROM SUPPLY PLENUM TO RETURN PLENUM. HVAC LEGEND NECK SIZE CEILING MOUNTED SUPPLY. IF OTHERX , ARROWS CFM ® NDICATEHAIR FLOW AN YPATTERN. X NECK SIZE z CFM M CEILING TRANSFER GRILLE CEILING MOUNTED EXHAUST FAN THERMOSTAT 11 MOTOR OPERATED DAMPER ##14-2249--##14-2254 CD z 0 co w cc m J m J W 0 0 2 le le, 04 En Ss H W 0 m m 0 M co N H 0 J r 0 P � L to M p L 0 N o -0 C) C) V � m N N t M N r`'" P. - 0_ s m c) OCO ca J f� N CSj N — M co Im J r:. O E cc O JOB NO: 14004 PROJ MGR: WJ U co CHECKED: GP M -Bl BIRCH UNIT MECHANICAL PLAN E P � C � to M p N o -0 V � m N t M a! 0_ s m .-. LLJ ' z Im m e G j E W JOB NO: 14004 PROJ MGR: WJ DRAWN: GP CHECKED: GP M -Bl BIRCH UNIT MECHANICAL PLAN REDWOOD UNIT 1ST FLOOR MECHAN". SCALE: 1/4" = V-0" — __1 REDWOOD UNIT 2ND FLOOR MECHANICAL PLAN PLAN KEY NOTES �Z 1. MOUNT AHU IN ATTIC PER DETAIL ON SHEET M -2A. 2. PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. TRANSITION SUPPLY PLENUM DUCT TO SIRE SHOWN AFTER S/A DISCHARGE. RUN MAIN SUPPLY TRUNK PARALLEL WITH CEILING TRUSSES. SEE STRUCTURAL DRAWINGS FOR TRUSSES LOCATION AND ORIENTATION. 3. REFRIGERANT LINES. ROUTE FROM AHU IN ATTIC, DOWN TO FIRST FLOOR JOIST SPACE TO WALL AND DOWN THRU WALL BELOW GRADE, AND UP THRU HP PAD. SEE UNDERGROUND "REFRIGERANT LINES DETAIL" ON SHEET M -2A. WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED, ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. 4. 3/4" PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU IN ATTIC, DOWN TO FIRST FLOOR JOIST SPACE TO WALL AND DOWN THRU WALL BELOW GRADE TO 1 FEET BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. INSULATE WHERE INSIDE UNCOOLED SPACES AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET M -2A. 5. MOUNT HP ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED HP DIMENSIONS BY 4" ON ALL SIDES. PLACE HP'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR HP'S SECURELY TO PAD. LOCATION OF HP'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. 6• 4" ROUND MINIMUM 30 GAUGE DRYER EXHAUST DUCT. ROUTE FROM 8" TO 12" ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, THRU SECOND FLOOR ATTIC SPACE TO ROOF VENT CAP. INSTALL AS PER DETAIL ON SHEET M -2A. PROVIDE CONNECTION LIP AT DRYER. ALL THE EXHAUST SYSTEM SHALL BE SECURLY SUPPORTED IN PLACE. THE MALE END OF THE DUCT AT OVERLAPPING JOINTS SHALL EXTEND IN THE DIRECTION OF AIRFLOW. TRANSITION DUCTS FROM DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO A MAXIMUN LENGTH OF 8 FT AND SHALL BE LISTED AND LABELED FOR THE APPLICATION. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. 7. FOR DRYER MAKE-UP AIR, PROVIDE MINIMUM 12X12 LOUVER IN DOOR, OR PROVIDE FULL HEIGHT LOUVERED DOOR. 8. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER ON CEILING. ROUTE 30 GAGE MIN. ROUND GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM OR ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT ROOF CAP TO MATCH ROOF COLOR. 9. UL RATED DUCTLESS RANGE HOOD. 10. 4" EXHAUST DUCT UP TO ROOF VENT CAP. 11. 14x6 FIBERGLASS DUCTBOARD SUPPLY DUCT DOWN FROM 2nD FLOOR TO FIRST FLOOR JOIST SPACE. 12. HONEYWELL ZONE CONTROL SYSTEM MAIN PANEL. PROVIDE CONTROL PANEL, MOTORIZED DAMPERS, PRESSURE REGULATING BY-PASS DAMPER. SUPPLY AIR SENSOR AND PROGRAMABLE THERMOSTATS. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. 13. 12" ZONE SYSTEM BY-PASS FLEX DUCT WITH PRESSURE REGULATING DAMPER. ROUTE FROM SUPPLY PLENUM TO RETURN PLENUM. HVAC LEGEND X NECK SIZE CFM NECK SIZE z OX —CFMEl -- CEILING MOUNTED SUPPLY. IF OTHER THAN 4 -WAY, ARROWS INDICATE AIR FLOW PATTERN. CEILING TRANSFER GRILLE CEILING MOUNTED EXHAUST FAN ® THERMOSTAT OVOID 0] MOTOR OPERATED DAMPER 14224-'--#14.2254 a z O 0 U)L 0 W Q w cc ° d � � 0 W m 0 mN N O N CV z ° CV Lm C/) ~ o a ' ti O C= m JN M O CV CU W O I LL 01% O Z M I a FM 0 � BTW 0 J ca u� >�E J U) 0 404 LLI -� 0 O 2 a 0 U)L 0 _$ 3 0 ° d � � L 0 mN N O CV z ° CV Lm C/) ~ o a ' ti O C= .3 JN M O CV CU IA cu LL O O DRAWN: GP FM G/) Lo GP c M -R I REDWOOD UNIT MECHANICAL PLAN E 0 _$ 3 0 ° d � � mN N N z ° .% E ■� =W wi in O .3 W _ IA IW- JOB NO: 14004 PROJ MGR: WJ DRAWN: GP CHECKED: GP M -R I REDWOOD UNIT MECHANICAL PLAN WILLOW UNIT 1ST FLOOR MECHANIC Z)L;ALt: 1/1+ = i -u WILLOW UNIT 2ND FLOOR MEC] SCALE: 1/4" = V-0" PLAN KEY NOTES q) 1. MOUNT AHU IN ATTIC PER DETAIL ON SHEIET M -2A. 2. PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. TRANSITION SUPPLY PLENUM DUCT TO SIZE SHOWN AFTER S/A DISCHARGE. RUN MAIN SUPPLY TRUNK PARALLEL WITH CEILING TRUSSES. SEE STRUCTURAL DRAWINGS FOR TRUSSES LOCATION AND ORIENTATION. 3. REFRIGERANT LINES. ROUTE FROM AHU IN ATTIC, DOWN TO FIRST FLOOR JOIST SPACE TO WALL AND DOWN THRU WALL BELOW GRADE, AND UP THRU HP PAD. SEE UNDERGROUND "REFRIGERANT LINES DETAIL" ON SHEET M -2A. WHEN REFRIGERANT LINE RUNS EXCEED 50 EQUIVALENT FEET, SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER CU, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING 3/4" SUCTION LINE, 3/8" LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. 4. 3/4" PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU IN ATTIC, DOWN TO FIRST FLOOR JOIST SPACE TO WALL AND DOWN THRU WALL BELOW GRADE TO 1 FEET BEYOND EXTERIOR WALL, AND TERMINATE 6" ABOVE GRADE WITH TURNED DOWN ELBOW. TERMINATE IN SODDED OR MULCHED AREA. INSULATE WHERE INSIDE UNCOOLED SPACES AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET M -2A. 5. MOUNT HP ON 4" THICK CONCRETE PADS. PAD DIMENSIONS SHALL EXCEED HP DIMENSIONS BY 4" ON ALL SIDES. PLACE HP'S AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR HP'S SECURELY TO PAD. LOCATION OF HP'S ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. 6. 4" ROUND MINIMUM 30 GAUGE DRYER EXHAUST DUCT. ROUTE FROM 8" TO 12" ABOVE FLOOR, UP IN LAUNDRY CLOSET WALL, THRU SECOND FLOOR ATTIC SPACE TO ROOF VENT CAP. INSTALL AS PER DETAIL ON SHEET M -2A. PROVIDE CONNECTION LIP AT DRYER. ALL THE EXHAUST SYSTEM SHALL BE SECURLY SUPPORTED IN PLACE. THE MALE END OF THE DUCT AT OVERLAPPING JOINTS SHALL EXTEND IN THE DIRECTION OF AIRFLOW. TRANSITION DUCTS FROM DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO A MAXIMUN LENGTH OF 8 FT AND SHALL BE LISTED AND LABELED FOR THE APPLICATION. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. 7. FOR DRYER MAKE-UP AIR, PROVIDE MINIMUM 12X12 LOUVER IN DOOR, OR PROVIDE FULL HEIGHT LOUVERED DOOR. 8. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER ON CEILING. ROUTE 30 GAGE MIN. ROUND GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM OR ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT ROOF CAP TO MATCH ROOF COLOR. 9. UL RATED DUCTLESS RANGE HOOD. 10. 4" EXHAUST DUCT UP TO ROOF VENT CAP. 11. 14x6 FIBERGLASS DUCTBOARD SUPPLY DUCT DOWN FROM 2nD FLOOR TO FIRST FLOOR JOIST SPACE. 12, HONEYWELL ZONE CONTROL SYSTEM MAIN PANEL. PROVIDE CONTROL PANEL, MOTORIZED DAMPERS, PRESSURE REGULATING BY-PASS DAMPER. SUPPLY AIR SENSOR AND PROGRAMABLE THERMOSTATS. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. 13. 12" ZONE SYSTEM BY-PASS FLEX DUCT WITH PRESSURE REGULATING DAMPER. ROUTE FROM SUPPLY PLENUM TO RETURN PLENUM. HVAC LEGEND /^, ,NECK SIZE CFM X NECK SIZE z CFM El m AL PLAN � CEILING MOUNTED SUPPLY. IF OTHER THAN 4 -WAY, ARROWS INDICATE AIR FLOW PATTERN. CEILING TRANSFER GRILLE CEILING MOUNTED EXHAUST FAN THERMOSTAT MOTOR OPERATED DAMPER 14-2249--14-2254 ui a 0 W N N 0 > w cr 0 3 c M U) v CL m m = H CC Y O to Z O �+ I m ccn Qo J , L J o W _j 0 2 a 0 3 c M U) v CL L -0^ N a L �M 0 N � � O O O 04 _ cl- -�CV W 30 "=;I` .., Lo c�� ; tz O W a ,o Lo 0 ca -J r` M C-4 PROJ MGR: WJ CU *04 CHECKED: GP V- C� U) ca N IT- c O E 0 'm w 3 c M v CL �T -0^ N a �M N N � � O ID _ cl- W 30 .., v WWs i i+ ; tz O W � �.. W JOB NO: 14004 PROJ MGR: WJ DRAWN: GP CHECKED: GP M -w 1 WILLOW UNIT MECHANICAL PLAN GENERAL PLUMBING NOTES 1 • PLUMBING CONTRACTOR SHALL READ ALL JOB SPECIFICATIONS AND OTHER 14. INFORMA11ON SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING VENT DRAWINGS FOR ADDITIONAL INFORMATION. HW UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO SP SAFETY DRAIN PIPE ----------- THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT 2. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES ECO SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, ---L�j AND LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO INSTALLATION. - - CHARACTER AND DEPTH OF EXISTING UTILITIES. 3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL 15• WALL FOOTINGS SHALL NOT BE PENETRATED WITH PIPING. COORDINATE WITH THE 7 PIPING TURNING DOWN I GENERAL CONTRACTOR TO DROP FOOTINGS FOR SLEEVED STEM WALL PENETRATIONS BE TWO-PIECE VITREOUS CHINA BOWL, SIPHON ACTION BOWL & TANK, FLOOR ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. DFU AND FITTINGS REQUIRED FOR PROPER INSTALLA11ON IN ORDER TO MAINTAIN WFU WATER FIXTURE UNITS GPM CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING PIPING SHALL NOT 16. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL WCO BE ROUTED OVER ELECTRICAL PANELS. AND STOP VALVE IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH Lo fl) r` SHALL BE TRUEBRO-HANDL-LAV GUARD KIT, OR APPROVED 4. SLEEVE AND FIRE STOP ALL PENETRATIONSINSULATION T(IF ANY) OF RAZED WALLS, FLOORS, L-1 EQUAL. 1 1/2" CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL 1/2" 1/2" IN COUNTERTOP CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL 17, PROVIDE CLEANOUTS AS FOLLOWS: DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. J LL A AT BASE OF EACH VERTICAL STACK INCLUDING BACK. B AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS 5. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE COUNTERTOP TYPE, FRONT OVERFLOW, SELF -RIMMING CONVENTIONAL INSTALLATION. C AT 80 FOOT INTERVALS OF HORIZONTAL RUNS. INTERIOR SIDE OF THE WALL THE WALL INSULATION SHALL BE PLACED ON THE C EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED 18. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ENGINEER SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN PROVIDE ANGLE VALVES, AND SUPPLIES WITH P -TRAP. L-2 LAVATORY ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION 1 1/2" 1/2" 1/2" OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS,AND 6. ALL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD THE ARCHITECT/ENGINEER. SHALL MAKE CORRECTION OR EXPLANATION PLUMBING CODE AND ALL LOCAL ADMINISTRATIVE AUTHORITIES HAVING MODEL EWER #051-2104 - 4" FAUCET CENTERS - VITREOUS CHINA. N WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK JURISDICTION. OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT 7. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING, MECHANICAL THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND ELECTRICAL EQUIPMENT, ETC. AND SPECIFICATIONS. 8. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON 19. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION PLAN OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED BT -1 BATHTUB 1 1/2" OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, 9. COMMERCIAL TYPE SHOCK ABSORBERS SHALL BE AS SPECIFIED AND INSTALLED HEAD +78" SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR ON ALL LOCATIONS REQUIRING SUCH PER P.D.I. REQUIREMENTS. SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, MODEL: EWER #013-0320/0325 60"x 30"x 14 -11/32" HIGH, ENAMELED STEEL STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S 10, DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. SYSTEM AND EXTENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR OVERFLOW SINGLE LEVER HANDLE WITH INTEGRAL STOPS, LIFT & SPIN TYPE DRAIN DIMENSIONED LOCATIONS OF FIXTURES. 11. PIPING SHALL BE CONCEALED, UNLESS OTHERWISE NOTED. AND WITH 2" P -TRAP. ALL EXPOSED TRIM TO BE CHROMIUM PLATED BT -2 12. COLD AND HOT WATER PIPING SHALL BE CPVC. DISINFECT WATER 1 1/2" PLUMBING SYMBOL LEGEND 1/2" PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG/L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. SYMBOL DESCRIPTION 13. SOIL, WASTE, AND VENT PIPING SHALL BE PVC UNLESS LOCATED IN FIRE (RATED WALL THEN SHALL BE CAST IRON WASTE AND VENT PIPING. IF CAST IRON THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE PROCEEDING. PROVIDE PVC PIPING: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. CHROME -PLATED WALL ESCUTCHEONS (TYP.) - REDUCER WHERE REQUIRED (TYP.) - TEMPERATURE AND PRESSURE RELIEF VALVE. (ASME) - SET WATER HEATER ON BLOCKS HOT WATER SUPPLY. COLD WATER SUPPLY TO UNIT ""- UNIT'S SHUT-OFF VALVE (THERMAL EXPANSION DEVICE) CONBRACO NO. 78 -424 -RV CALIBRATED PRESSURE RELIEF VALVE SET AT 85 PSI. INSTALL PER MANU- FACTURERS RECOMMENDATIONS. �- HEAT TRAP (TYP.) TERMINATE PRESSURE RELIEF VALVE AND CALIBRATED PRESSURE RELIEF VALVE IN SAFETY PAN LEAVING AIR GAP ,,,--ROUTE SAFETY PAN DRAIN TO EXTERIOR ?"THICK HIGH IMPACT PLASTIC OR 24 GA.GALV. STEEL 1 1/2" MIN. DEEP SAFETY PAN. - - COLD WATER PIPING (CW) - - - - 120F. HOT WATER PIPING (HW) VENT SANITARY OR WASTE PIPING ABOVE FLOOR HW SANITARY OR WASTE PIPING BELOW FLOOR SP SAFETY DRAIN PIPE ----------- VENT PIPING �il VTR VENT THRU ROOF (VTR) ECO NO. OF ELEMENTS ---L�j GRADE/EXTERIOR CLEANOUT - - HOSE BIBB - —pCl-- - BALL -TYPE SHUT-OFF VALVE 56 1/2" X 21 1/'2" DIA. PIPING TURNING UP 7 PIPING TURNING DOWN I BRANCH - SIDE CONNECTION BE TWO-PIECE VITREOUS CHINA BOWL, SIPHON ACTION BOWL & TANK, FLOOR BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION DFU DRAIN FIXTURE UNITS WFU WATER FIXTURE UNITS GPM GALLONS PER MINUTE DW DISHWASHER WCO WALL CLEANOUT ELECTRIC WATER HEATER PIPING DETAIL SCALE: NTS EWH-1 GRADE OR PAVING DUN REQUIRED ASSEMBUTT _ 6" THICK CONCRETE LY SAME S17 AS SEWER UP TO 8 DIA. LONG SWEEP 1f 4 gF�ID OR QOOMtlBINATIgN ►NDESIZZEE AS EDUCING "TYPE WHERE E iPECIFIED REQUIRED) d— EXTERIOR CLEANOUT DETAIL 3/4" I O a 3/4" NOTES: O1 3/4"SAFETY PAN DRAIN PIPING FROM WATER HEATER. REFER TO WATER HEATER DETAIL DWG THIS SHEET. OPIPING SHALL TERMINATE ALONG EXTERIOR WALL OF BUILDING. SEE TERMINATION DETAILS THIS SHEET. SAFETY PAN RISER DIAGRAM SCALE: NTS FINISH GRADE - CLEAN OUT EXTENSION SAME —� SIZE AS SEWER /--2-WAY CLEAN OUT NO: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR 2 -WAY CLEAN OUT SCALE: NTS SAFETY DRAIN PAN DISCHARGE LINE FIN FLOOR .4� r ..?a .. e' a. • 6" MIN. ABOVE FINISHED GRADE SODDED OR MULCHED AREAS ONLY DISCHARGE PIPING TERMINATION DETAIL SCALE: NTS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC -1 WATER CLOSET 3" 2" 1/2" --- RIM +14" NO. OF ELEMENTS LOW CONSUMPTION ELEMENT OPERATION NON -SIMULTANEOUS GPH RECOVERY 0 70' AT 33 MODEL: EWER #091-2125 (1.6 GALLONS PER FLUSHING CYCLE) WATER CLOSET TO 56 1/2" X 21 1/'2" DIA. WEIGHT (EMPTY) 135 NOTES: _2 -'" 1. PROVIDE ALL GAGES, TRAPS, THERMOSTATS, TEMPERATURE AND PRESSURE RELIEF VALVE, AND SHUT-OFF VALVES AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE 2" MIN. DEEP 24 GAUGE GALVANIZED STEEL SAFETY PAN. BE TWO-PIECE VITREOUS CHINA BOWL, SIPHON ACTION BOWL & TANK, FLOOR CN OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP LEVER,SUPPUES AND STOP VALVE Lo fl) r` h - ELJER SEAT: #124-0125 ELONGATED SOLID WHITE PLASTIC SEAT WITH COVER. L-1 LAVATORY 1 1/2" 1 1/2" 1/2" 1/2" IN COUNTERTOP --- M tn cu J LL MODEL: EWER 1051-0124 MURRAY - OVAL - 4" FAUCET CENTERS, VITREOUS CHINA, O O COUNTERTOP TYPE, FRONT OVERFLOW, SELF -RIMMING CONVENTIONAL INSTALLATION. C/) C DELTA#522 SINGLE LEVER FAUCET (0.5 GPM AERATOR) POP-UP DRAIN. _c PROVIDE ANGLE VALVES, AND SUPPLIES WITH P -TRAP. L-2 LAVATORY 1 1/2" 1 1/2" 1/2" 1/2" PEDESTAL PEDESTAL MODEL EWER #051-2104 - 4" FAUCET CENTERS - VITREOUS CHINA. PEDESTAL TYPE, FRONT OVERFLOW, SELF -RIMMING CONVENTIONAL INSTALLATION. DELTAJ522 SINGLE LEVER FAUCET (0.5 GPM AERATOR) POP-UP DRAIN. PROVIDE ANGLE VALVES, AND SUPPLIES WITH P -TRAP. BT -1 BATHTUB 1 1/2" 1 1/2" 1/2" 1/2" HEAD +78" MODEL: EWER #013-0320/0325 60"x 30"x 14 -11/32" HIGH, ENAMELED STEEL SLIP REISTANT BOTTOM, DELTA #1348-C PRESSURE BALANCING MIXING VALVE. OVERFLOW SINGLE LEVER HANDLE WITH INTEGRAL STOPS, LIFT & SPIN TYPE DRAIN AND WITH 2" P -TRAP. ALL EXPOSED TRIM TO BE CHROMIUM PLATED BT -2 BATHTUB 1 1/2" 1 1/2" 1/2" 1/2" HEAD +78" MODEL: STERLING #71071 60"x 36", ENSEMBLE "VIKRELL", SUP RESISTANT SURFACE. MOEN #2353 PRESSURE BALANCING MIXING VALVE. SINGLE CLEAR ACRYLIC HANDLE WITH INTEGRAL STOPS, UFT & SPIN TYPE DRAIN & OVERFLOW WITH 2" P -TRAP. ALL EXPOSED TRIM TO BE CHROMIUM PLATED. S-1 SINK 2 2" 1/2" 1/2" IN COUNTERTOP MODEL: DAYTON #DJ -23322, 61/2" DEEP, DOUBLE COMPARTMENT, 22 GA STAINLESS STEEL,. SOUND DEADENED, LEDGE TYPE, SELF -RIMMING WITH CRUMB CUP STRAINER AND TAILPIECE. DELTA #400 SINGLE LEVER FAUCET WITH AERATOR AND HOSE SPRAY. PROVIDE ANGLE STOP VALVE SUPPLIES, 1 1/2" WASTE & P -TRAP. PROVIDE BADGER IN SINK ERATOR BADGER 1/3 HORSE POWER DISPOSER. US -1 UTILITY SINK 1 1/2" 1 1/2" 1/2" 1/2" PROVIDE FIAT FLOOR MOUNTED LAUNDRY TUB MODEL SF -1F (24"X 20"), SINGLE COMPARTMENT WITH BAKED ENAMEL STEEL ANGLE LEGS. FIAT FAUCET MODEL Al DECK TYPE 4" CENTERS WITH 63/4" THREADED SPOUT. PROVIDE DRAIN OULET, P -TRAP AND SUPPLIES & STOPS. IMB-1 ICE MAKER SUPPLY BOX --- --- 1/2" --- VALVE +24" PROVIDE OATEY ICE MAKER BOX WITH WATER HAMMER ARRESTOR #38602, HIGH IMPACT PLASTIC BOX W/ DIMENSION OF 6" HIGH x 6" WIDE. PROVIDE 1/2" FIP INLET x 1/4" OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY CONNECTION SIZE SHALL BE 1/2' OD WB -1 LAUNDRY SUPPLY BOX 2" 1 1/2" 1/2" 1/2" BOTTOM OF BOX +42" PROVIDE OATEY LAUNDRY SUPPLY BOX WITH WATER HAMMER ARRESTORS #38913, HIGH IMPACT PLASTIC BOX WITH DIMENSION OF 71/2' HIGH x 9" WIDE. PROVIDE ? TURN BALL VALVES AND 2" DRAIN OUTLET CONNECTIONS. DRAIN FASTENS TO BOX WITH LOCK NUT AND SLIP NUT. (TOP OR BOTTOM WATER CONNECTION AS REQUIRED) HB -1 HOSE BIBB --- --- 1/2" --- 0UTLET +24" PROVIDE WOODFORD #14 SERIES, FREEZELESS, WALL FAUCET WITH VACUUM BREAKER, 3/4" HOSE THREAD OUTLET SPOUT, ALL BRASS. SEE PLANS FOR LOCATIONS. SH -1 SHOWER 1 1/2" 1 1/2" 1/2" 1/2" MODEL: DELTA #1324 PRESSURE BALANCING VALVE, WITH CHROME TRIM AND CLEAR KNOB HANDLE, SHOWER HEAD. PROVIDE WITH ANTI -SCALD VALVE. MODEL: OATEY #42219 1 1/2" PLASTIC DRAIN ASSEMBLY WITH CHROME STRAINER. ELECTRIC WATER HEATER SCHEDULE MARK/UNIT EWH-1 MANUFACTURER A.O. SMITH MODEL N0. ECRT-52 TYPE ELECTRIC GALLONS 50 VOLT/PHASE/Hz 240/1/60 KW 4.5 NO. OF ELEMENTS 2 ELEMENT OPERATION NON -SIMULTANEOUS GPH RECOVERY 0 70' AT 33 DIMENSIONS 56 1/2" X 21 1/'2" DIA. WEIGHT (EMPTY) 135 NOTES: _2 -'" 1. PROVIDE ALL GAGES, TRAPS, THERMOSTATS, TEMPERATURE AND PRESSURE RELIEF VALVE, AND SHUT-OFF VALVES AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE 2" MIN. DEEP 24 GAUGE GALVANIZED STEEL SAFETY PAN. a 0 W N z co cr 1 1 WM1 x 1 W O 1 O m 1 Z O 0 M V>I J O W J 0 O 2 c 4 U) L Lm O CN PV Lo fl) r` h - C Lo O Q J N C34 i --- M tn cu J LL r.! - O O C/) C u _c o a °a 3 ` ° z a d � � � A c V �o mN W re rir. .. LL.J z pp o c —03 w� V iA © W JOB NO: 14004 PROJ MGR: WJ DRAWN: GP CHECKED: GP W0 ALI ,,TAW PLUMBING SCHEDULES AND DETAILS VALVE & METER IN YARD BOX 1 "DOMESTIC WATER SUPPLY; SEE CIVIL PLANS FOR CONT. DOMESTIC WATER RISER SCALE: NTS SAN] SCALE: NTS 3 VTR I \ � 3"VTR rr I \ \ \ I I \ I / I / � r •� I 3" I y � I I Ir !�. 31, I� I r I 4 / I 1 4"E�Q 40SANITARY CONNECTION• / SEE CIVIL PLANS FOR CdNT. 4" SLOPE 1/8 - PER /8"PER FT. 2Y WASTE AND VENT RISER )00001 ti #14-2249 -- #1-2254 Q D W m cn w z 0 cn w cr r 0 w° S L � IL L i m M pp 0 V ♦ O C) W LL. CV 0 0 0 QDti W�� � v g j L cn � r� ti N 6L 1 0 J N O4 — M DRAWN: GP JJ LL r.., O O CCU N cLo REDWOOD UNIT PLUMBING RISERS E w° S N � IL � i m M pp N V ♦ W LL. 0 0 0 W�� f v g j v E 3 MIS c3 O N W 1 JOB N0: 14004 PROJ MGR: WJ DRAWN: GP CHECKED: GP REDWOOD UNIT PLUMBING RISERS