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515 thru 535 Merry Brook Cir - BC15-2802 & BC15-002807 (REVISIONS) (A)RECORD COPY REVIEWED FFO_RCODE COMPLUME T PLANS EXAMINER to Z,%- IS DATE SANFORD BUILQING 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 X15-2802 X15-2803 #15-2804 SYMBOLS MAIN FLOOR #15-2805 UPPER FLOOR aq8 O'TAL #1 5 - 28 06 PORCH #15-2807 L To the best of the architects' knowled e these construction documents are g . in conformance with the requirements of the building authorities haven 9 EV Y ELEVATION KE OR 51=GTION .KEY �;�;;,i4:.,.,�:;�. .,:; ..,a,... = z, ,,>«.,,.,.,,.�. � ��J1LIJ/NC /�0� . ao o WATER CLOSET DOUBLE SINK a 2312 NOTES, SYMBOLS &ABBREVIATIONS urisdlction over this type of construction and occupancy.g yP u S,ANFORD 0- 0 GENERAL NOTES SYMBOLS MAIN FLOOR 824 UPPER FLOOR aq8 O'TAL SHEET INDEX AGN0.1 COVER SHEET, SHEET INDEX, `GENERAL PORCH 68 L To the best of the architects' knowled e these construction documents are g . in conformance with the requirements of the building authorities haven 9 EV Y ELEVATION KE OR 51=GTION .KEY �;�;;,i4:.,.,�:;�. .,:; ..,a,... = z, ,,>«.,,.,.,,.�. � SLE /�0� . ao o WATER CLOSET DOUBLE SINK a 2312 NOTES, SYMBOLS &ABBREVIATIONS urisdlction over this type of construction and occupancy.g yP u 51lEET NUMBER 0- 0 2. It is the intent of the architect to delineate there documents a5 accurate as possible for the purpose Of graphic representation. p p p g phi. epre entation. Do not scale DETAIL NUMBER OR SECTION KEY � 5o>=>^Ir ABOVE (SIZE) DiMEN510 R NAL LUMBE T1�/SHOWER 51NGLE 51NK ❑ ELEVATION A1.113-6 Al'.1 UW -R -TRADITIONAL BUILDING BLAB PLAN SLAB PLAN - - L N WILLOW LOT 126 these documents. The dimensions shown are to take precedence over ami z ' Scaling g o full re p n5ibility Stalin the documents. The general contractor Shall take f responsibility SHEET NUMBER LJ.I A1.1 UR -R SLAB PLAN - REDWOOD - LOT 127 for any incorrect work and any repair of said work as a result of scalingBLOCKIN6 the documents. `� (51ZE) 0 WASHER A1.1 UB -L A1.1 UB -R SLAB PLAN - BIRCH - LOT 128 SLAB PLAN - BIRCH - LOT 129 3. All wor performed the I k p nn by genera contractor Shall comply and conform with a ANGLE ............ � ROUGH SAWN WOOD O SHOWER A1.1 UR -L SLAB PLAN -REDWOOD. -LOT 130 local and state buildin codesordinances and regulations, alongg w(th all other authorities having jurisdiction. The general contractor Is responsible to be aware of these requirements and governing regulations. l O NOTE NUMBER PLYNOOD R DRYER Al.A11 UW -L ,SLAB PLAN -, WILLOW -LOT 13.1 g 9 g ( INSULATED SHEATHING � p� A2.1 B-6 BUILDING MAIN FL QOR PLAN 4. The general contractor shall thoroughly v gre lew and become familiar with LLLLLIIW � LAVATORY - A2.2B 6 BUILDING UPPER FLOOR PLAN' � these documents. Upon review, the general contractor shall document and P g I 0 REV15ION NUMBER (DELTA) BATT INSULATION ' " c--� MEDICINE CABINET A2.1UW-R PLANS -.WILLOW.- LOT 126 notify the architect of any errors, omissions, discrepancies and / or inconsistencies riot to the Start of an portion of the proposed work. The p y P P P architect shall review the proposed corrections after the receipt of A SHEE NUMBER RI61D INSULATION � f'EDE57AL SINK -A2.1 UR -R A2.1 UB -L _FLOOR FLOOR PLANS- RE - REDWOOD LOT 127 FLOOR PLANS - BIRCH A_ LOT 128 notification. The discovery of discrepancies and / or confIIct5 after the REFR16ERATOR be the full ty f t he - B 2X4 WOOD 5TUD PARTITION A2.1 UB -R FLOOR PLANS -BIRCH - Al -LOT 129 start of work shall responsibility o general contractor to p O45" 0 0 -L repair or replace. OVEWGODK70P A2.1 UR FLOOR PLANS -REDWOOD - LOT 13 0 G - ELEVATION LETTER 2x6 WooD STim PARTITION A2.1 UW -L _ - FLOOR. PLANS ..WILLOW ..LOT 131 5. The general contractor shall be responsible for the correction of any EARTH errors, oml5sion% discrepancies and / or inconsistencies which have not been P 2X8 WOOD STUD PARTITION ION A3:1 B-6 BUILDING FRONT &REAR ELEVATIONS ht to the architects attention. l. SAND OR GRAVEL FILL A3.26-6 BUILDING LD NG ELEVATIONS SIDE 6. The general contractor shall accept the remises as is, in its current state. g P P � CON( BLOCK _ A3,1 UW -R WILLOW ELEVATIONS 126 The owner shall assume no responsibility for the condition of the existing itr at the time bidding thereafter. BRICK CONCRETE A3.1 UR -R -LOT REDWOOD ELEVATIONS - LOT 127 site, and contents, of Or o :e;.: A3.1 UB -L BIRCH - A ELEVATIONS - LOT 128 "1. The general contractor shall field verify all existing site conditions, along with dimensions, prior to the Start of any portion of the Hork. All findings, BSB ABBREVIATIONS Periods only used on one word abbreviations if the y abbreviation is a different word by itself; e.g. ARCH., BIT., and LAM. Periods A3.1UB-R A3.1 UR -L BIRCH - Al ELEVATIONS- LOT 129 REDWOOD ELEVATIONS - LOT 130 discrepancies and concerns Shall be brought to the owners' attention i n are usually used when y abbrev(atinc� multiple words, unless the P y writtenformat. g are very common without periods; e.g. AFF, HVAG, R/A, and WWF. A3.1 UW -L WILLOW ELEVATIONS - LOT 131 A.B. A AW ANCHOR BOLT ABOVE F FA5 F.A.U. FASTEN(ER) FORGED AIR UNIT PAR P PBD. PANTRY PARALLEL PARTICLE BOARD 8. The general contractor shall be responsible for all work and materials g P BUILDING represented on these documents including the work and materials furnished A/C AIR CONDITIONING F.B. FACE BRICK PC. GONG. PRECAST CONCRETE A3.3B-6-' ROOF PLAN by subcontractors and vendors. ACC ACCESS F.B.O. FURNISHED BY OTHERS P.E. PORCELAIN ENAMEL AC.T. AFF ACOUSTICAL TILE (61-6) ABOVE FINI5H FLOOR F.D. F.E. FLOOR DRAIN FIRE EXTIN6Ui5HER PED PERI PEDESTAL (SINK) PERIMETER A5.1 UW -R INTERIOR ELEVATIONS - WILLOW - LOT 126 q. Deviations from these documents in the construction phase shall be AD. ADD AREA DRAIN ADDENDUM F.F. F.G. FIN15H FLOOR (LINE) FIXED 6LASS PKS PL PARKING PLATE (fE16fiT)ELEVATIONS A5.1 UR -R INTERIOR - REDWOOD - LOT 127 reviewed the architect and the Owner prior to the start of work in P question. Any deviations from these documents without prior review, shall be ADH ADJ ADHESIVE ADJUSTABLE F6L FIN FIBER6LASS FN15H P.LAM. PLASTIC LAMINATE PLASTER A5.1 UB -L INTERIOR ELEVATIONS - BIRCH - LOT 128 the solo responsibility of the general contractor. AG6 A66RE6ATE FL6 FLASHING PLA5 PNL PANEL A5.1 UB -R INTERIOR ELEVATIONS - BIRCH - LOT 129 A.H.U. AIR HANDLING UNIT FLR FLOBR(IN6) PNT PAINT(EV) 10. It iS the sole responsibility of the general contractor to determine erection ALT ALUM ALTERNATE ALLHINUM PLUR FN FLUORESCENT (LIGHT) FENCE - PR PREFAB PAIR (OF) PREFABRICATED A5.1 UR -L INTERIOR ELEVATIONS - REDWOOD - LOT 130 Procedure, means and methods and sequence of construction. A.P. ACCESS PANEL FND FOUNDATION Pi POUNDS PER SQUARE FOOT A5.1 UW -L INTERIOR ELEVATIONS - WILLOW - LOT 131 APX ARCH. APPROXIMATE ARCHITECTNRAL) F.O. FP FACE OF FIRE PROOF P51 P5L POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER A5.2UW-R SECTIONS - WILLOW - LOT 126 ll. The general contractor is responsible to produce and comply with an ASPH A.T. ASPHALT ASPHALT FPHB FREEZE PROOF H05E BIBB FIREPLACE PTN P.T. PARTITION ` EOTREATED A5.2UR-R SECTIONS -REDWOOD -LOT 127 approved construction schedule acceptable to the owner's expectations. FSR PAV P VA NG( �) A5.2UB-L SECTIONS -BIRCH - LOT 128 AVG AVERAGE F5 FULL SIZE PVC POLYVINYL CHLORIDE (PIPE) 12. The owner shall furnish an and all reports received from the geotechnical AHW, AWNING FTG FOOTIN6 PVMT PAVEMENT A5.2UB-R SECTIONS -BIRCH -LOT 129 engineer (soil reports), on the study of the proposed site, to e architect, B36 B 36" WIDE BASE CAB. � FURRED(ING) Pwn PLYwoOD A5.2U -L R - SECTIONS REDWOOD -LOT 130 Structural engineer and general Contractor. In the event the geotechnical BD BF BOARa BI -FOLD (DOOR) G 6A 6A06E 6YPSUM (HALL) BOARD Q Q.T. QUARRY TILE reports do not exist the soil condition shall be assumed to be a minimum p BIT. BITUMINOUS O.B. 6.C. GENERAL CONTRACTOR ' A5.2UW-L SECTIONS - WILLOW - LOT 131 design soil pressure stated by the structural engineer of record for the BLKG BLOCKING GD GRADE OR CgWIN6 R R R/A R15ER (ON STAIRS) RETURN AIR purpose Of structural design. General contractor shall assure the Soil P 9 BLDG BILK BUILDING BLOCK Iii 6D.o.. 6FI 6ARAGE DOOR OPENER 6ROUND FAULT INTERRUPTER R.B. RUBBER BASE ELECTRICAL conditions meet or exceed this criteria. BLK6 BLOCKING 6L 6-LA55 OR GLAZING RAD RBL RADIUS RUBBLE - BM_ BEAM 6LBK. 11.6LA55 BLOCK RD. ROOF DRAIN 13. 5ho rawin review and distribution al d on with product submittals P 9 � g P � B.M. BP BENCH MARK B1 -PASS r000w G.I. GT GALVANIZED IRON GROUT REF OR REFR REFRIGERATOR - E2.1 UW -R ELECTRICAL PLANS -WILLOW -:LOT 126 requested in the construction documents, shall be the sole responsibilit of y BR6 BEARING REQ RES REQUIRED. RESILIENT E2.1 UR -R ELECTRICAL PLANS - REDWOOD - LOT 127 the. general contractor, unless directed Otherwise under a Separate . P 13RK B.5. BRICK BOTH SIDES u H ' 42 H " HI3 42 HIGH (HALL) 'HOSE BIBB `.REV REINF REVI51oN(5), REVISED REINFORCED(IN6) E2.1 UB-L.ELECTRICAL- - - PLANS BIRCH A LOT 128 agreement. BSMT BASEMENT H.G. < HOLLOW GORE RF6 ROOFING BTM OR BOT BOTTOM HD HEAD OR HARD RJB. REINFORCED JUNCTION BOX TBN E .1 UB -R 2 - - - ELECTRICAL PLANS BIRCH A LOT 129 14. The architect shall ,not ac( e t, or review an request for shop drawin p y a p g 8.1HN BVL BETHEEN BEVELED H.D. HDA HEAT DETECTOR OR HEAVY DUTY HEADER R -G RAILING MlcRowAVE E2.1 UR -L ELECTRICAL PLANS -REDWOOD -LOT 130 review and / or stamp without the review and Stamp of the general B.W. BOTH HAYS HDR' HARDWARE RdM RM RANGE I^v ROOM contractor clearly shown on the documents. CAB GAB�NET HGT HE IGHT R.O. ROUGH OPENING E2.1 UW -L ELECTRICAL - ICAL PLANS .WILLOW -LOT 131 C(°► C.B. CATCH BA51N H.M. HOW HOLLOW METAL HORIZONTAL R.O.H. R/5 OR R#5. R16HT of WAY ROD AND SHELF(5) 15. The garage Shall be Separated from the residence and its attic area by GEM CEMENT HR HOUR DETAILS not less than 1/2" gypsum board applied to the garage side. (In accordance GE CFF CA CBIC FOOT H.R. HALF ROM (WINDON) 5C S SOLID CORE (DOOR) with 5ect(on 8302.6 of the 2014 FBG-Re5ldent(al) C.F.O. CEILING FIXTURE OUTLET H5 HT6 HORIZONTAL SLIDER HEATING 5tH SO SCHEDULE SMOKE DETECTOR. Dl .i STAIR ET DETAILS GHAM G.I. CHAMFER CAST IRON HVAC HEATIN6/VENTILATIN6/AIR GOND. SEG SECTION . D1.2 WALL DETAILS (FIBERGLASS SHINGLES I6. garage P A arae beneath habitable rooms Shall be Separated by not less than C.I.P. CONC. CAST -IN-PLACE CONC. wwD HARDWOOD (FLOORS) S.F. 6L. SQUARE FEET SAFETY GLASS 51b", Type X sum board. (In accordance with Section R302.6 of the yP gypsum GIR CIRC CIRCLE5F GIRCUMFERENGE ' I.B.I ID. IRONING BOARD INSIDE DIAMETER 5.6D. 5LIDING GLASS DOOR FBG -Residential) G.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF 5H 514T SINGLE HUNG OR SHELF(VING) (DRAWIN6) SHEET GK GALK(IN6) GAULK(IN6) I.M. INSULATED METAL Si5NG GL CL05ET OR CENTER LINE INS OR 1N5UL INSULATED(TION)51M SI1MMATHIILAR GL6 GLR CEILING GLEAR(ANGE) INT INTERIOR 5KL 5KYLIGHT CL5 CLOSURE OR CLOSER (DOOR) J5T J015T (FLOOR OR ROOF) 5L 5 SIDELIGHT OR SLEEVE - SEALANT GM GMU CENTIMETER(5) CONCRETE MA50NRY UNIT { ! JT JOINT SPG G SPACER G.O. CASED OPENING 1! KD KNOCKDOWN (CEILING) SPEC 5PK SPECIFICATIONS (AUDIO) 5PEAKER(5) COL COMB COLUMN COMBINATION ^ KIT KO KITCHEN KNOCKOUT 5.5T. STAINLESS STEEL GONG GOND CONCRETE (AG) CONDENSER KPL K/5 KIGKPLATE (ON DOOR) KNEE SPACE STD 5TG OR STO STANDARD 5TORAGE CON5T CONT CONSTRUCTION CONTINUOUS LAM. LAD) 5TL STIR STEEL STRUCTURAL GONTR GONTRAGTOR L LAY LAVATORVATOR Y (SINK) 50 SQUARE SUSPENDEDSLro GORR CPR CORRUGATED COPPER LB.O. LOCATION BY OTHERS S.W. 5HEAR WALL G OR GPT ORS CARPET GDURSE(S) LIV L.L. LIVING LIVE LOADT T TREAD (AT STAIR5) OR TILE 65MT CASEMENT L.P. L5L LAMINATED PLASTIC LAMINATED STRAND LUMBER 1 TB. T.B.D. TOWEL BAR TO BE DETERMINED 6.5T. G.T. CAST STONE CERAMIC TILE LT LIGHT TO TERRA GOTTA GTR CENTER OR COUNTER L.T. LTL LAUNDRY TUB LINTEL T.O.J.: TEMP. TROWELED CONTROL JOINT ' TEMPERED (6LAS5) CY CUBIC YARD L.V. LOW VOLTAGE T46 TONGUE 4 GROOVE D 12°D 12" DEEP LVL LVR LAMINATED VENEER LUMBER LOUVER TEL THK TELEPHONE THICK(NE55) D DBL DRYER, OR DRAIN DOUBLEM METER(5) THR THRESHOLD DECO DEM DECORATIVE DEMOLISH, DEMOLITION M MAX MAS MAXIMUM MA50NRY T.O.G. T.O.F. TOP of CONCRETE TOP OF FOUNDATION DEP DEPRE55FD MATL MATERIAL T.O.M. T.O.H.. TOP OF MASONRY TOP OF WINDOW DET D.F. DETAIL DRINKING FOUNTAIN MG ME( H MEDICINE CABINET MECHANICAL TR OR TRN TRAN50M (WINDOW) DH DIA OR DIAM DOUBLE HUNS DIAMETERMH MFR. MANUFACTURER TP TV TOILET PAPER HOLDER TELEVISION OUTLET OR LOCATION DIM DIMENSION MIN MANHOLE MINIMUM TYP TYPICAL D.L. ON DEAD LOAD DOWN (STAIRS) MIR MISC MIRROR MISCELLANEOUS UG u UNF UNDERCUT(DOOR) UNFINISHED D.P. OR DAMP -PROOFING DOOR MLD MM MOLDING MILLIMETER U.N.O. UNLESS NOTED OTHERM15E DRY 05 DRYER MACHINE DOWNSPOUT MMB MA. 'MEMBRANE MA50NRY OPENING \/ VB 1I VB. VANITY BASE VAPOR BARRIER D/5 D.T. DRAhER STACK (GABINET) DRAIN TILE MOD MRB MODULAR MARBLE VB36 '36" WIDE VANITY BASE D TL TLDISH DETAIL MTI -METAL VERT VIN VERTICAL (SHEET) VINYL DH DWG WASHER DRAWING MT MOUNTED(IN6) V.S. VEGETABLE SINK DWR DRAWER MULL MULLION OR MULLED V.T. VINYL TILE C N WA N W. NOT APPLICABLE NOT N CONTRACT iA/ H3630 1111 " 36 W X 30 H WALL GAB G EB EYEBROW (FLAT ARGH) NL NAILABLE W WIDE OR WASHING MACHINE E.F. EACH FACE NOM NOMINAL WG WD HATER CLOSET HOOD E.J. EL EXPANSION JOINT ELEVATION N.T.S. N.G.VD. NOT TO SCALE NAT. GEODETIC VERTICAL DATUM WF WIDE FLANGE (STEEL. BEAM) ELEG ELECTRIC AU WH WATER HEATER E.P. ELECTRICAL PANEL O DA OBS OVERALL OBSCURE (GLASS) W.H. HI WALL HUNG HROU6HT IRON EQ EST EQUAL E D.G. O.CAB. ON CENTER OVERHEAD CABINET WIG WIN WALK-IN CLOSET WINDOW E.H.O. EX6 ELECTRIC HATER WATER COOLER EXISTING OD. OD, OUT5IDE DIAMETER H/ H/0 HITH OR WITHOUT EXT EXHAUST oVERHEAD GARA6E DOOR HP WATERPROOF(IN6) EXT EXTERIOR OH OVERHEAD W.R. WATER RE-515TANT OP% OPENING H.5. WATER SOFTENER OPT OPTIONAL H50T WAINSCOT 05B ORIENTED STRAND BOARD W.T.W. WALL TO WALL HWF WELDED HIRE FABRIC SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 824 UPPER FLOOR aq8 O'TAL 1022 GARAGE 25a PORCH 68 LANAI 102 BALCONY 61 TOTAL I 2623 TOTAL 2312 SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR 8Q4 UPPI=R FLOOR 103cl OTAL IgB3 ARAGE 24L1 PORCH 36 LANAI 102 BALCONY 82 TOTAL 2402 SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR 770 UPPER FLOOR 12x3 TOTAL 2063 GARAGE 458 PORCH q LANAI Cl TOTAL I 2623 et wZw r Zoo N ors gtt CD 0- 0 o 0 R z ami z goy LJ.I u� a aQ w a Cr QN R W Y 6 '0G JV2 aQ� N ��o C. 0 I O45" a LM LM 0 C:> CN' N LM CL)i C:) oLO O CU Imo- N --- M Co O O Cie) CU •ccCU tl II II II I�II1111111M IIIh4M141 a BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: CHECKED: COVER 5HEET SHEET INDEX, GENERAL NOTE5, 5YMBOL5 4 ABBREVIATION5 LOT 126-131 AGNOA m �._ i I till I - I Illy. �- �9 I VIII 191 I I IO , IIII f I I I'l l I IIII I 1111 I I I'I I I IIII F I III I I i l'I I IIII --- 1 IIII, I I I'I I I j I ( � Til IIII IIIiI I I'i I Iiil VIII I I'I I I i l l illi I I �9 - ,III, IIII ,IIII i II 1S I I 11'1 f Illll IIII I I'i I IIII Ilii I I', 0 IIII IIII I I'I I I � �4 I ---------- IIIA illi III � f 1'11 IIII I ISI I IIII IIII 1111 11'11. VIII illi I (IIII I I I I II l I f I Ili l i lin I Iill I i'I IIII I IIII I I I'I I i III I I I,II i 1 I i'i l - -O m 00" I � = d t — 10'-0" I i I I , Illi II L i P L..rm"="I IIIE II IIII (I 6'-2" I'I Illi III IIII UII Illi II IIII IIII IIII ,Illi ill lin VIII IIII II ii;;, ji rr IIII IVIII IIII I I l - _ t __ I 1 I I'I I I I IIII it Illy... ._:� d.l ! I--- n 1;1 LOT 131 LOT 130 LOT 129 LOT 128 LOT 127 ct IIII 11'1 I IIII IIII IIII ILII I I'I I IIII IIII IIII VIII I I'I I Illi IIII IIII VIII 11 I I I ly l II IIII L� G__-'IIIL ---I Il 111 1l I I l 1-- a �,r Iii QLM0., ------- ---------- ELEVATION - +0'-0" IIII RU IIII II IIII IIIlII1iirIIi --------- IIIIIiilII II tiItI �I'iLilIiIII� -------=- - __------------- _ -iJJinIl IIIilI;Il1I Il,IIIq 1 I �d - -'._- SO DESIGN E N Slab Plan jill Lp =D 1Pilill -T O O I�--- O I 11 II II L-----j( O - lI r1nII III;iiIIIIIIl',d 1,I;III L---- _X� liil;Or It 813 265 4808 O 4' 8' 16' --- JII ---- J1 --- JI'III1II DRAWN: ST CHECKED: -- O�O OO O jI F5-70 O O Q -------- yQ-O�_- � OO L12=02 LOT 126-131 ANFORirJ A1.1B-6 a # 2802 # O � Ill IIII i Ili i--- 0 I I I I IIII iO 11 II Ili t iii pj r� ul I ,iii I ISI I i i ii ;�; i IIII ur� i I ld I I Ili pl , J r` (3604Mto i I IlliI I i t Illi, 1 I Ili I, (z_ O � i O I I� I pl Ili ,, � � O �-___ 11 II lCL 00" I � 10'-0" 23'-8" I 10'-0" 6'-2" 3'-8" 34'-811 LOT 131 LOT 130 LOT 129 LOT 128 LOT 127 ct LOT 126 WILLOW - L REDWOOD - L BIRCH - Al - R BIRCH - A - L REDWOOD - R a �,r Iii QLM0., _ ELEVATION = +O -0 ELEVATION - +0' -0" ELEVATION - +0'-0" ELEVATION - +0'-0" ELEVATION +0'-0" ELEVATION - +0'-0" RU ,Oe� cri0 BSB r s DESIGN E N Slab Plan o ®�0* OmB®r®... �q`: Lp =D 813 265 4808 O 4' 8' 16' = I'-0" AT 22x34 _ 1/16 1'_oa AT uxli - JOB NO. 02J14020 PROJ MGR. JF DRAWN: ST CHECKED: -- 5A PLAN L 13 Traditional Elevation LOT 126-131 ANFORirJ A1.1B-6 a # 2802 # 2807 O � C� O J r` (3604Mto 7 J LL P�. 0 O � � � O lCL -8116'-2" 10'-0" 23'-8" I 10'-0" 6'-2" 3'-8" 34'-811 LOT 131 LOT 130 LOT 129 LOT 128 LOT 127 ct LOT 126 WILLOW - L REDWOOD - L BIRCH - Al - R BIRCH - A - L REDWOOD - R WILLOW - R _ ELEVATION = +O -0 ELEVATION - +0' -0" ELEVATION - +0'-0" ELEVATION - +0'-0" ELEVATION +0'-0" ELEVATION - +0'-0" RU BSB DESIGN E N Slab Plan www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 O 4' 8' 16' = I'-0" AT 22x34 _ 1/16 1'_oa AT uxli - JOB NO. 02J14020 PROJ MGR. JF DRAWN: ST CHECKED: -- 5A PLAN L 13 Traditional Elevation LOT 126-131 ANFORirJ A1.1B-6 # 2802 # 2807 v, w TYPICAL CONSTRUCTION GOMMONwa,LL ASSEMBLIES: 22'-4" A. TYPICAL ROOF 6ON5TRU6TION: 5HINGLE OR GONGRETE TILE ROOF (STYLE 15'-2" 2" 1'-2 VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5'-10" I'-4"STRUCTURAL. B. TYPIGAL FRAME FLOOR 6ON5TRUGTION: AIC PAD - 51ZE 8 FIN15H FLOORING ON 3/4 TONGUE 4 GROOVE LOCATION V.IF. FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL c,- DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: 'v MONOLITHIC GONGRETE 5LAB OVER VAPOR z -� BARRIER. REFER TO 5TRUGTURAL N .9w III I ENGINEERING DRANING5, TYP. rn wzo S WINDOWS: o o FAZ A. A 14UM& ALL COMPLY W0 cn m z ID amo UTLINED IN P4 st O o oil• C 5. to •' c� , , > o I` y3 5U L� RI AT° EST W > w s Q III I I WI ( T A ~ a o II ! -15 'F .. G I! ill -HEI T' ND W Zia TH, R TF.I N W ` Iw - w� II I I I g , 4 .� fn u- '� WINHEIGHT: ry I I+ 0L HEIGHT (U.N.0). N.N.O. TE ` I6HT � ) E. ELECTRICAL: ALL ELEGTRIGAL A NIGAL -O'-3 I/2" EQUIPMENT 8 METERS ARE 5UBJEGT TO Ii l RELOGATION DUE TO FIELD GONDITION5, GONTRAGTOR TO VERIFY. 0'-0" �-------i _ F. HVAC: II _ (I I I PROVIDE BAGK DRAFT DAMPER5 ® DRYER III I VENT, HOOD VENT, 4 EXHAU5T FAN5. II o 3 1/2" CONCRETE 5LAB (PER G. GEMENTITIOU5 FIN15N m 5TRUGTURAL) OVER b -MIL. VAPOR I IN5TALL PER LOCAL CODE. III I "tea Q III BARRIER OVER GLEAN COMPACTED i H. DIMENSIONS ARE TO THE FACE OF 5TUD, 501L BUILDER TO PROVIDE U.N.O. TERMITICIDE TREATMENT TO 36" MIN. _ L. ALL EXTERIOR DIMEN510N5 ARE TO FACE OF ABOVE FIN15H FLOOR I _� �. GMU OR STUDS UNLESS OTHERWISE NOTED. III I - M. ALL ANGLED PARTITION5 ARE 45 DEG1REE5 UNLE55 OTHERN15E NOTED. I 11 I III FOUNDATION NOTES III *01-011 O -O - i 1. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE I BY OTHERS. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLAN5 FOR STEEL COLUMN, I n I 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. Iii I I + -0'- 1/2° _ 2. DROP TOP OF FOUNDATION AT GARAGE II III i i #o --o,- DOOR. t I SLOPE I/8" 3. EMERGENGY E6RE55. WINDOWS 5HALL j __ __ ! GOMPLY WITH GOVERNING FIRE 4 BUILDING Ii-------- � PERF OT r I CODES. MAXIMUM SILL HEIGHT OF EGRESS i i I WINDOW 5HALL NOT BE MORE THAN 44" i2'-511 a "42'. 21_ 1O'- 2" ----� 4 _ A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. I -- - - - - PROVIDE LINE I © rm I .� GLEAR DIMEN51ON5 OF WELL 5HALL 13E 1 - o a o FOR IGEMAKER o / 36 x36 MINIMUM W/ LADDER AT EGRESS _ _ X nomo WINDOW5. Q t; nPnp -rnp n>= ~=nufJna-rinN AT pnrzr.0 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF GOMMONWALL 221-011 COMMONWALL 5HEATHIN6 AND ROOF FRAMING PER 5TRU6TURAL. 41-1011 161,1 II 4 B. TYPICAL FRAME FLOOR GON5TRUGTION: 10 FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR AIG PAD -SIZE d FLOOR J015T5 A5 NOTED ON STRUCTURAL LOCATION V.IF,DRAWING5. i G. 5LAB ON GRADE FLOOR 6ON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR _ BARRIER. REFER TO 5TRUGTURAL N cr ENGINEERING DRAWIN65, TYP.to orn WINDOW a A®® 1 ALL COMPLYWh o cn OUTLINE�0 IN �- a j dIA N OL GK5. ca �r .. L Q Ih�OWt6Ui� VERIF4''AT AST w Iy INDA 11 FDROO'eu TO A a ® _ LI �u I E 5 1110 OF 50. TA o -01-3 Ir I 1/2 , W1 I I HT NO RE P. I I � Q� � L--------- L�� ' 4 �R. � _ _------------ ---------------- --, l i I " I � ®®®�� .t�AD HEIGHT: I I *01.0 i i 'i�,PLATE HEIGHT (U.N.0) I LI 4'-10" 111-211 i l b►Rd ��-I". TE HEIGHT (U.N.0) i I i E. ELEGTRIGAL III ALL ELEGTRI L AND GHANIGAL EQUIPMENT 4 M 5 A 5UBJEGT TO I I i RELOCATION DUE D CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: i PROVIDE BACK DRAFT DAMPER5 ® DRYER 1 =N I I VENT, HOOD VENT, 4 EXHAU5T FANS. 3 1/2" GONGRETE 5LAB (PER i I G. GEMENTITIOU5 FIN15H N 5TRUGTURAL) OVER b -MIL. VAPOR INSTALL PER LOCAL GORE, BARRIER OVER GLEAN COMPACTED = I H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, "1 501L. BUILDER TO PROVIDE\ I I U.N.O. 1 TERMITICIDE TREATMENT TO " MIN. m i t L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF ABOVE FIN15H FLOOR O i i GMU OR STUDS UNLE55 OTHERWI5E NOTED.+ Iii i I M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 N Iii i i I UNLE55 OTHERN15E NOTED. FOUNDATION NOTES fI �I O',011 i i l 1. 5TRUGTURAL FOUNDATION PLAN5 SHALL BE BY OTHERS. 5EE 5TRUGTURAL FOUNDATION I� �I AND FRAMING PLAN5 FOR 5TEEL COLUMN, i 5TEEL BEAM, WOOD P05T 51ZE5, AND 'ri, 33 11 11 I DIMEN51ON5. %4 a -S3�q 21-611 " -5,/2 i I 2. DROP TOP OF FOUNDATION AT GARAGE If DOOR. I iPROVIDE LINE I i 3. EMERGENCY EGRE55: WINDOWS 5HALL I IFOR IGEMAKE -- - -- I i COMPLY WITH GOVERNING FIRE $ BUILDING GODE5. MAXIMUM 51LL HEIGHT OF EGRE55 WINDOW SHALL NOT BE MORE THAN 44" �"=W ZAP 045 A00 wa ao� w ami F � a a U3tQ D(=jN a� NQ� S"= aa� wflu w w wok �wo a. TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF COMMONWALL 22'-0" COMMONWALL 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. {b 4'-10" 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 A/C PAD - 51ZE d DRAWINGS. LOCATION V.IF. I G. 5LAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. INDOWS: A. ALL I PH5 SHALL COMPLY WITJ �U5 OUTLINED IN a4 = III On o� I . �E6 K5. Oo 11I ® t7l�l' 'CQ VERIP,AT Agr u i i IQND06L I I ROO* TO A I O I I E6rp,OF 50 SQ. T. -0'-3 1/2" i i I N =4" I E16JA,ID SIICp I NDRE MA I-_ - ---------- — --------------- -------------- I x f L 4 HEIGHT: +O' -O" i iI '°'� • +TE HEIGHT (U.N.0) 4'-10"®`LATE HEIGHT (U.N.O.) 111-2111 E. E� I ares , l i I I I ALL EL TRIGAL D MECHANICAL EQUIPME 4 METE ARE 5UBJEGT TO - RELOGATI DUE TO ELL) GONDITION5; GONTRAGTO D VER Y. F. HVAG: PROVIDE BACK DRAFT DAMPER5 @ DRYER Iii =N i i I VENT, HOOD VENT, $ EXHAU5T FANS. 1 I i I 3 I/2" CONCRETE SLAB (PER � I i l 6. GEMENTITIOUS FINISH 1 i STRUCTURAL) OVER 6 -MIL. VAPOR IN57ALL PER LOCAL CODE, BARRIER OVER GLEAN COMPACTEDH. DIMEN51ON5 ARE TO THE FACE OF STUD, 13UI R TO PROVIDE I I U.N.D. TERMITIGID TREATMENT TO 36" MIN. i i l L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF I O ABOVE FINISH FLOOR I a GMU OR 5TUD5 UNLE55 07HERW15E NOTED. N i i M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 I1 I i i 1 i I UNLESS OTHERWISE NOTED. FOUNDATION NOTES III.. 0'-0" I. 5TRUGTURAL FOUNDATION PLANS SHALL BE BY OTHERS. 5EE 5TRUGTURAL FOUNDATION 1 AND FRAMING PLAN5 FOR STEEL COLUMN, STEEL BEAM, WOOD P05T 51ZE5, AND 3 III DIMENSIONS. I _83� :� 3 /4 I 2. DROP TOP OF FOUNDATION AT GARAGE 1 12 2'-b 4 I DOOR. L 3. EMERGENCY E6RE55: WINDOW5 SHALL PROVIDE'LINE LINE 1 COMPLY WITH GOVERNING FIRE a BUILDING OR ICEMAKERi I GODE5. MAXIMUM SILL HEIGHT OF E6RE55 I .o oXD�__ REF. I WINDOW SHALL NOT BE MORE THAN 44 I I A.F.F. / \ I 0O i 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL SHALL BE =0 =o 1 III DW 51NK W/ D15P.1 36"x36" MINIMUM W/ LADDER AT E6RE55 i1 WINDOWS. O 1 i ____� I 5. DROP TOP OF FOUNDATION AT PORCH , I I I I STOOP. III 6. LINE OF FRAMING ABOVE. I' 2 NGE i i 1. LINE OF STOOP ABOVE. 0 0 i� 1 1 S. HANDRAIL l iIT-D) q. NSA IO. NSA O 0 I---- - - -- -------------- I II. NSA �2I 12. NSA 5'-I0' 2'-3 2 13. OPTIONAL 5 WIRE SHELF LINEN II =N n � I 14. OPTIONAL WIRE SHELVING PER BUILDER I 5PEG. O i i r i 15. OPTIONAL VANITY I1 I I I / -O'-5 2" �P _ II Ib. FLOOR DRAIN 011011+ 17. BEAM POCKET I L_ _-J 1 I I' 1- - l) 18. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2 6YP5UM BOARD ON I I i I WALL5, UNDER 5TAIR 5URFAGE, AND ON 5OFFIT5 OF ENGLO5ED AGGE55IBLE 5PAGE II I II' III UNDER STAIRS. I I I it I1 n I u------ II' -8 Ti 11 I �O L II IpI I I I1 I f II 1 N II LII I ' li CV I III I II O -0 1 O' -O" I I ----------------- 5LAB o,_ou I-- GUT OUT g _ $ -0'-3 X12,, U- Q m I 2" 8'-10" 2'-4" 8'-0" 2'-0" o _Q 10'-2" I I' -IO" 221-011 I Slab Plan LO 21 41 8 i I 1/4" = I'-0" AT 2204 0 1/8 1'-0 AT IIxl7 L OMMnNWAI L COMMONWALL T Iv n, A i iAm, ■m, w 1: r! 1 w a i w �:. i w ■� RT O wN Z �a N O O N C ouioaMgr u7 Z ouiz ni amu O aJCNO CCS Imo- N ko — M GU U J LJ �` W W � )FM CU CU ga 0 o�N Z�, W zoo q0 ua cn aa� NQzo rm t�' rm O O O N C O aJCNO CCS Imo- N N — M GU U J LJ �` O )FM CU CU m •,jilt IIII�IIIIIIII � I'I I'II��n�GlRll'u��pB�V'' 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 - RIGHT Lot 129 Dirr+h _ DInin i 0247 W TYPICAL CONSTRUCTION ASSEMBLIES: GOMMONNALL _ 22'-0" GOMMONWALL A. TYPICAL ROOF GON5TRU6TION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE 4'-10" 16'-10" 4.. VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: A/C PAP - 51ZE 4 I FIN15H FLOORING ON 3/4" TON6UE 6 6ROOVE LOCATION V.IF. FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR wZ" -L c Z tl II BARRIER. REFER 70 STRUCTURAL N � III I EN6INEERIN6 DRAWINGS, TYP. rno dZi F -WINDOWS: ao Q A. ��¢�,,�,e,LL COMPLY WI o U) N i l I UTLINED IN 0.p ®. w -O'-3 I/2w s �. .. IgOHO BOO TO \9 A ~ a v III I ( �. , ® IgOHO Q �' o -- ---- I ------ I CL TSF 5Q T. n Oa L-------------- ------ _ __--- -- i i IM 54 10 -HEI D W s°= +01 -oilI I i1N T r NOLPRE13 N N w WSW U) II II w - ^ two D HE16HT: F "SATE HE16HT N.N.O.) w PLATE HE16HT (U.N.0) ..III.. III III I I i E. E EGTRIG, ALL ELECT AL AN EGHANIGAL{ EQUIPMENT 8 R5 5UBJEGT TO i i I RELOCATION DUE LD 60NDITION5r iii i i i I GONTRAGTOR TO VERIFY. I I1 i i 31/2" CONCRETE SLAB (PER I I F. HVAG: L------- I 1 5TRUGTURAL) OVER 6 -MIL. VAPOR i i PROVIDE BACK DRAFT DAMPER5 @ DRYER I F-------- - L I I) I I , I i BARRIER OVER COMPACTED III VENT, HOOD VENT, 8 EXHAUST FANS. 501L. BUILDER TO PROVIDE I I 6. GEMENTITIOU5 FIN15H 0 r I TERMI7IGIDE TREATMENT TO 36" MIN. INSTALL PER LOCAL CODE. i ABOVE FINISH FLOOR H. DIMEN51ON5 ARE TO THE FACE OF STUD, — I I _ i i i aN i i m i it U.N.O. I r i I L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF -' L— _ GMU OR STUDS UNLESS OTHERWISE NOTED. , M. ALL ANGLED PARTITIONS ARE 45 DEGREES Iii i i iI UNLESS OTHERWISE NOTED.EA Il IIO-0 II II II II III II ,,I FOUNDATION NOTES � Lil .. IIS_ -_ !I II I � _ w _ �. _ � L. � r I L STRUCTURAL FOUNDATION PLANS SHALL BE I I i BY OTHERS. 5EE 5TRUGTURAL FOUNDATION I L..---- AND FRAMING PLAN5 FOR 5TEEL COLUMN, II I l w i i i STEEL BEAM, WOOD P05T 51ZE5, AND 1 I i DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT 6ARA6E 1 4 1 1------ 3 I i i DOOR. 1 10 8 /4 21-6011 3. EMERGENCY E6RE55: WINDOW5 SHALL r COMPLY WITH 6OVERNIN6 FIRE I$ BUILDIN6 iPROVIDE LIN i i GODE5. MAXIMUM 5ILL HEIGHT OF E6RE55 FOR IGEMAK R O r I WINDOW SHALL NOT BE MORE THAN 44" 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL SHALL BE —� If ' � / I i it 36"x36" MINIMUM W/ LADDER AT E6RE55 REF. o o X I I WINDOWS. O 5. DROP TOP OF FOUNDATION AT PORCH III I I) I1 1 51NK W/ 015P. DW III STOOP. 1 1 i i 6. LINE OF FRAMIN6 ABOVE. II = II L- ---,-N i iI 7: LINE OF STOOP ABOVE. ■� 8. HANDRAIL IiIiIi � 2' rI �i �I-RIiIiIII IIl q. NSA nP-ANC-E 10. NSA II. NSA 12. NSA u 13. OPTIONAL 5 WIRE SHELF LINEN O (__--_ __-_-_ ------ 14. OPTIONAL WIRE SHELVING PER BUILDER O SPEC. O F2.11, -2i2„ 11'-10" 1'-10" i i 6'-8" 15. OPTIONAL VANITY N 1 I o I i I6. FLOOR DRAIN -�--� ti J i i 17. BEAM POCKET 1 _� I I 18. LINE OF SLAB ABOVE. (/J I i i i I Iq. PROVIDE MIN. 1/2" 6YP5UM BOARD ON dj r.. O -I '-5 I/2" i i WALLS; UNDER 5TAIR SURFACE, AND ON L O, 1 -O I I) SOFFITS OF ENGLOSED AGGE5516LE 5PAGE O Ca I*-- O l UNDER 5TAIR5.CIO ® Cfl �c_cz II N I III II I I I I I) C) ca j - Liz E II II dJ I 111 r C Q /I\ I = II II N � \ I � II li'-113�42'- $ -011 Lk u- ---- - m I ac II I III' iii '1111'II' i i 0'-011 SLAB G T OUT BSB m DESIGN I , www.bsbdesign.com 100 Main St. Suite 209 2-2 8-O 21-211 Safety Harbor, Florida 34695 813 265 4808 121-411 3 8 rot -011 I JOB NO: 02,114020 PROJ MGR: JF 221-011 Slab PlanDRAWN. ST CHECKED. SLAB PLAN O 2' 4' 8' TRADITIONAL ELEVATION 114" = I' -O" AT 2204 REDWOOD - LEFT /8" = 1'-0" AT IIA1 Gk COMMONHALL COMMONWALL Lot 130 Redwood - Plan 1943 Traditional Elevation ��pti� SANIORD Almi UR - L #15-2802 #15x2807 TYPICAL CONSTRUCTION COMMONMALL ASSEMBLIES: 22'-4" A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE T-2 15-2" VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 111-4111,5'-10" 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: A/C PAD - 51ZE d FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE LOCATION V.IF. FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. - I a G. SLAB ON GRADE FLOOR CON5TRUGTION: ------------------------------------ MONOLITHIC CONCRETE SLAB OVER VAPOR ZU -� BARRIER. REFER TO 5TRUGTURAL N oas III RING DRAWINGS, TVP. o> g r I p� 1/4"' o mow¢ o®® ®® 5HALL 40MP ITH o cn <N= II a NT 1 R05 OLIN . I p Zoa III U)F PP1aIC CHE 5. � `.LL Z .. WIR T (ERI LEAST W w N B ti= I11 - � O 0 HAVE A Q ...L II L E t2FENI OF FT. D o 4 Q _ d i I I . • Zg� .-�bN 024 HN6HT AND LW pp - di" = cel a O HE NCt6REATER N �wW _ wo we FLOOR. N o cY i I I AAs DOW HEAD HEIGHT: I I I '/IIII ® -4" PLATE HEIGHT N.N.O.) .F a I" PLATE HEIGHT N.N.0) 1 E. E GTRI I I ALL ELEGTRIGAL AND MECHANICAL -O'- 1/2" i i EQUIPMENT $ METER5 ARE SUBJECT TO .III RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. r------ I I F. HVAC,: D_0 'ter i i PROVIDE BACK DRAFT DAMPER5 ® DRYER �ul VENT, HOOD VENT, 4 EXHAUST FANS. 65 6. GEMENTITIOU5 FIN15H 3 1/2 CONCRETE SLA13 (PER (3 5TRUGTURAL) OVER 6 -MIL. VAPOR m I I INSTALL PER LOCAL CODE. M ; I III.. BARRIER OVER GLEAN COMPACTED I I H. DIMENSIONS ARE TO THE FACE OF 5TUD,' 501L. BUILDER TO PROVIDE III U.N.D. = i TERMITIGIDE TREATMENT TO 36" MIN. i i L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF ABOVE FIN15H FLOORI I GMU OR STUDS UNLE55 OTHERWISE NOTED."" 111 I III M. ALL ANGLED PARTITION5 ARE 45 DE6REE59I UNLE55 OTHERWISE NOTED. , 0 .—. I FOUNDATION NDATION N TES OU O I III ' I ' II 0 -0' 1. 5TRUGTURAL FOUNDATION PLANS 5HALL BE BY OTHER5. 5EE 5TRUGTURAL FOUNDATION I AND FRAMIN P AN5 FOR 5TEECOLUMN, LII N 6 L L n II r I i STEEL BEAM, WOOD P05T 5IZE5, AND a II Ii DIMENSIONS. Il �� II -0 12 / I 2. DROP TOP OF FOUNDATION AT GARAGE - II II DOOR. 0 0 II d I I I 3. EMERGENCY E6RE55: WINDOW5 5HALL 5L E I/8 PEf I F007 COMPLY WITH GOVERNING FIRE 8 BUILDING 1 ----- � ( -�_---' I GODE5. MAXIMUM 51LL HEIGHT OF E6RE55 I I 11j - _ _ _11-0)/211 I i i WINDOW 5HALL NOT BE MORE THAN 44" 411 10 2 2'-6" 1 Oy2 2'-3"I I A.F.F. Q _____ - -_ -_- 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. PROVIDE KERLIN--- C i i 1 CLEAR DIMEN51ON5 OF WELL 5HALL BE i FOR IGEMAKER ----- --� � _ I I ° b 36"06" MINIMUM W/ LADDER AT E6RE55 WINDOW5. O I � -, I 5. DROP TOP OF FOUNDATION AT PORCH REF. SINK W/ DISP. DW STOOP. LINE OF FRAMING ABOVE. LINE OF STOOP ABOVE. ■� I � II O ii ccm i f S. HANDRAIL 1 II q. NSA ------ -' �RAN6E 10. NSA I) 11. NSA W.H. OO iIII 12. NSA OPTIONAL HIRE 5HELVINC7PER BUILDER 13. OPT IONAL 5 WIRE SHELF LINEN - _-_�- i . OCD - SPEC. CV -� m- -5 1/2N IED. I II 1I 15, OPTIONAL VANITY LP16. FLOOR DRAIN CN 11. BEAM POCKET � 1 3 W-10" 21 II8. LINE OF 5LAB ABOVE. 11-111 11 " 2 1 c�/I 1` Iq. PROVIDE MIN. I/2 GYPSUM BOARD ON _2'. I WALLS, UNDER 5TAIR 5URFAGE, AND ON ti a I I 5OFFIT5 OF ENGL05ED AGGE551BLE 5PAGE o CIOJ cr) cn i UNDER 5TAIR5. M C-4 CU — Cfl i1� 0'-I- o _ g I cn 0 CU Ln c o N dJ II I I , I� I — I I I) 11 I uuuuuur, I uuo;;mu I IIIII�IIIIIII IIIIIIIIIIII IIIpIIIIV61111111111�111 11 ; � IIIIIIIIIIIIII 5LAB GUT OUT +01-01 i l BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 21-211 16-0�1 4 2 11 Safety Harbor, Florida 34695 = 813 265 4808 221-411 JOB NO: 02J14020 POJ MGR: J R F DRAWN: ST CHECKED: -- Slab Plan. GOMMONWALL Ct , 5LAB PLAN _ - O 2 4 8' TRADITIONAL ELEVATION I/4 1'-0" A7 2204 WILLOW - LEFT /8" = 1'-0" AT IIXI1 Lot 131 Traditional E willow -Plan 2059 SANFOREpilAUW=L #15-2802 #15 2807 11-011 ' C CE 1341-811 I 221-411 22'-01' 22'-011 -----�----------------------T----,l r----T I I ' w_ O lY1 N - ` — — — �77 C — — III' � �'o -- I L ------J I I I II 'III III I 0 II 8 I I I I ------- 1 -_ I ------- I ----- + + ' o r rz_\`// � OD + � II __ III 1-- --®- O III I rq I II I �— ,�+ I I - I I I O m r I I I 5'-211 11011 LOT I I N III I' . m , q l—SII 101-211 121-411 41-1011 121-411 1I ' 221-411 22'-011 221-011 I 134'-S" I 131 LOT 130 LOT 129 REDWOOD - R ELEVATION = +0'-0" WILLOW - R ELEVATION = +0'-0" Traditional Elevation - r Z; W O ZS tV ' ZZ V/ U z O 0wa LC> Wok O Z am�5 0 Nps o9- (/) ¢ a � w w3 Q � N=V Q Z— DUN <�L W Nn O � aoN a N Q0 c. " P.M" E, I O 1 r®®�►trl"Ar�f® I ' ��! 1000®a®oaw ba ° .mcg d ®% k„ ltyr hf o p 0 .. O CD CN QD CV -� r 0 0 F- O N 04 — m co CU JP.L cu FMVJ r r i !I ,,,,�, III I I 'I�II I IIIII�I�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, SR CHECKED: -- UPPER FLOOR PLAN LOT 126-131 SANPono A2m2B=6 a�A� RTME� #15 2802 #15.280 7 22'-4" 2I 22'-2" 01 15'-0" 1'-2" 3'-8" 4'-3" 5'-10" 1'-4" i 5H 126 5H 126 5H 126 I LL -- �t 31 _� all I Lanai i q'-4" GI -6. O I Great Room N m 5.2UW- Cafe i q'-4" GL6. Ex 1 '= p i cn m 33 2'-0" 1 - CV 0 � N O 3080 I N � I cV LOW WALL +34 1/2" COUNTERTOP v i O a* +36it - i v I p d �GlIt1 2468 --- -2��---- 12 s' 13 5COPEZL.6 o o p G I O -� - - � iXAi 3 4'_Oy2' T -O" 3 -�2 - i 2'_g12 I 40 OU)l w- ,B _ Kitchen _ I q'-4" GL6 O i 2880 I a O q Pow � ---- - ----------- wH N O.H.G. - (-O.H.G. w N -- q'-4" GL6 14 Q' cv i m 2 -Car Garage q'-4" GL6. i IZ - 2 - -------------- I I i I _ I � I I II 16010 OGD _ O --- in I-- - ----------I 40 i .2Uw- I2'-0" 101-211 21' 221-211 Main Floor Plan O 2' 4' 8' 22'-4" 1/4" = 1'-0" AT 22x34 /8" = 1'-0" AT IIxIT �- GOMMONWALL �k GOMMONWALL 93'-4" SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR -7-10 UPPER FLOOR 1283 TOTE 2063 GARAGE 458 PORCH q LANAI cl 31. REFER TOFOR OTAL 2623 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER, COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE I$ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR wZw o =_� BARRIER. REFER TO 5TRUGTURAL p�� ENGINEERING DRAWIN65, TYP. 0 wzo WINDOW5: w a A. ALL WINDOWS 5HALL COMPLY WITH o cn MINIMUM 5TANDAR05 OUTLINED IN p APPLICABLE RE5. GHEGK5. U) r- < B. WINDOW 5UPPLIER TO VERIFY AT LEA5T w c- Z ONE WINDOW IN ALL BEDROOM5 TO HAVE A_� CLEAR E6RE55 OPENING OF 5.150. FT. � WITH MIN. DIMEN51ON OF 24" IN HE16HT AND w '0a nu 20" IN WIDTH; SILL HEIGHT NOT 6REATER cn THAN 44" ABOVE FLOOR. N w o G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® W-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F @ 64' PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYERu VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. >!%n L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLESS OTHERN15E NOTED. 1,0 M. ALL AN6LED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. womolo 1,E " FLOOR PLAN NOTES: THE FOLLOWING KEYNOTE5 REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: ®`®®111111d9/B�®® I. IF RAILING /GUARDRAIL 15 P7,11,ALLRAILING / GUARDRAIL BALU5TE5PAGED 5UGH THAT A 4" SPHERCANNOT„ 4•®� 0 1 PA55 BETWEEN BALU5TER5. "' RAILIN6/HANDRAIL5 ARE TO BE AT A 34" "F'®� MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH ® c* RETURN5 PER LOCAL CODE. RAILIN6 AT ; s,� .® •® 'S GUARDRAIL LOCATIONS TO BE AT 42" MINIMUM ®�� ..�'' "•�. ®� ' ��' A.F.F. OPT. RAILING.ca 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN 11a ®;� POSITION. 3. (2014 FRG 5E6TION 311) FOR STAIR REG.' 4. SLOPE 6ARA6E FLOOR 1/8" PER FOOT O°n TOWARD OVERHEAD 6ARA6E DOOR OPENIN6. 5. FIREPLACE, A5 5PEGIFIED BY BUILDER.y`",,. INSTALL PER MANUFACTURERS N 5PECIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 5HALL COMPLY WITH LOCAL GODE5 6. 2X4 LOW WALL 30"A.F.F. T. SINK W/ GARBAGE 0I5P05AL 8. DISHWASHER O q. RAN6E 10. GOOK TOP p II. OVEN N 12. REFR16ERATOR SPACE. 13. PANTRY - (5) 16" D. 5HELVE5 a) C`4 14. PEDE5TAL 51NK '= p - 15. 42" X 12" 6ARDEN TUB U) 1` 16. TILED 5HOWER W/ GLA55 ENGLO5URE, PER Lm BUILDER 5PEG. LO O 11. 42 "x60" TUB 0 J N 0 18. 32" X 60" TUB/SHOWER ` CM C-4 Iq. LINEN 5HELVE5 20. WASHER SPACE = LJL_ r-!- 21. DRYER, VENT >111% 22. OPTIONAL LAUNDRY SINK. 23. PROVIDE NON-GOMBU5TIBLE PLATFORMm co dj ELEVATED I8° ABOVE 6ARA6E FLOOR FOR �� ELECTRIC WATER HEATER. co 0 24. HAN50N BOX r 25. 5HELVIN6 PER BUILDER 5PE65. 26. ATTIC AGGE55 (22"x32" U.N.0). 21. ATTIC. AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.0). 28. 6YP5UM BOARD OPENING (5EE INTERIOR 34. PORCH RAIL, 5EE ELEVATION. 35. 36 "x36" GONGRETE 5TOOP. 36. 6x8 BEAM. www.bsbdesign.com 31. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 38. OPTIONAL GABINET5. Safety Harbor, Florida 34695 Utn)er F Pl n 3q. OPTIONAL COFFERED CEILING (A5 NOTED PER 8132654808 aPLAN) O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxIT Traditiona 40. LINE OF FRAMIN6 ABOVE. ELEVATIONS) •� 2q. 6YP5UM BOARD ARCH (5EE INTERIOR 42. 2X4 LOW WALL 42"A.F.F. ELEVATIONS) 43. 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.0) 44. 36"H. OPEN WOOD RAILING. W/ MDF GAP. 45. 31. REFER TOFOR 'I'l 111111 IiIII ON TITLE 5HEET $ DETAIL5. H�GHTS BDETAILS OR 46. 18" X 36" X 2" ART NICHE FIN15H. 47, 32. PLANT SHELF, 5EE EXTERIOR ELEVATION5. I El 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB 6YP5UM BOARD ARCH 0 8'-O" TO 8'-6" WALL WITH RAILIN6 ABOVE. 50. 51. LOW WALL 32�" A.F.F. S b�Nn 30" A.F.F. COUNTER W/ DIAGONr,.A,O,,) UW=R DESIGN 34. PORCH RAIL, 5EE ELEVATION. 35. 36 "x36" GONGRETE 5TOOP. 36. 6x8 BEAM. www.bsbdesign.com 31. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 38. OPTIONAL GABINET5. Safety Harbor, Florida 34695 Utn)er F Pl n 3q. OPTIONAL COFFERED CEILING (A5 NOTED PER 8132654808 aPLAN) O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxIT Traditiona 40. LINE OF FRAMIN6 ABOVE. 41. LINE OF FRAMIN6 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. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTE5 WILLOW - RIGHT ON TITLE 5HEET $ DETAIL5. 46. 18" X 36" X 2" ART NICHE 47, HORIZONTAL LAUNDRY GHUTE Lot 126 I El LOW WALL +42" A.F.F. Willow - Plan 2059 evat'48. O n 4q. 6YP5UM BOARD ARCH 0 8'-O" TO 8'-6" 50. 51. LOW WALL 32�" A.F.F. S b�Nn 30" A.F.F. COUNTER W/ DIAGONr,.A,O,,) UW=R WALL GLEAT5, PER BUILDER 5P�� • 52. 60"X60" 6ARDEN TUB N �A'4R i kv1F: #15-2802 15-2807 GOMMONWALL �_ GOMMONWALL Ck Main Floor Pian- o 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIx11 GOMMONWALL'k TYPICAL CONSTRUCTION GOMMONWALL ASSEMBLIES; 22'-0" A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE 21'-8" 2" VARIES, PER COMMUNITY 5PEG5) OVER, ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. 13'-8" 4'-011 B. TYPICAL FRAME FLOOR CONSTRUGTIQN: FIN15H FLOORINS ON 3/4" TON6UE 4 GROOVE 1 1 FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL 34 41 sut- I DRAWIN65. -- --- G SLAB ON GRADE FLOOR GON5TRUGTION: l MONOLITHIC CONCRETE SLAB OVER VAPOR r Z x4 WALL B a) CO n i BARRIER. REFER TO STRUCTURAL N d -O" A.F.F. 2x4 WALL i ENGINEERING DRAWIN65, TYP. 0) 1 D WQ 3-1 3' -l4' -O" A.F.F3-3.. I'-IOy2" 12'-j1/2° it Ln o�z A. ALL WINDOWS SHALL COMPLY WITH o cn_ MINIMUM 5TANDARD5 OUTLINED IN p APPLICABLE RE5. GHEGK5.oQ 2 FX ' B. WINDOW 5UPPLIER TO VERIFY AT LEAST W w wsa F. 3050 5H`~�O5TEMP. ONE WINDOW IN ALL BEDROOM5,TO HAVE A I CLEAR EGRESS OPENING OF 5.l SGt. FT. � �`�' 1 WITH MIN. DIMENSION OF 24" IN HEIGHT AND _ g 20" IN WIDTH; SILL HE16HT NOT GREATER N -0" GLC. THAN 44 ABOVE FLOOR. _ LL o. -0" GL6. I =` C. TYPICAL WINDOW HEAD HE16HT: 1 8'-0" A.F.F ®q'_4° PLATE HE16HT (U.N.0) d 1'-0 A.F.F ® 64PLATE HE16HT (U.N.0) E. ELECTRICAL: ■ I I ALL ELECTRICAL AND MECHANICAL Owners Suite le I z EQUIPMENT 4 METERS ARE 5UBJEGT TO �- RELOCATION DUE TO FIELD GONDITION5; q'-0" TRAY GLC.m I ( I p CONTRACTOR TO VERIFY. `t I 3 1 o F. HVAG: ' PROVIDE BACK DRAFT DAMPERS @ DRYER a VENT, HOOD VENT, 4 EXHAUST FAN5. �y ^I 6. GEMENTITIOU5 FIN15H 1�" ' = INSTALL PER LOCAL CODE. q )1 -2,V2112' -6y2: (01-0111 L VIP"`T H. DIMEN51ON5 ARE TO THE SAGE OF 5TUD, . ■ ■ (V U.N.O. 1'-0"GLG_ - - - - J z 1 L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF 3 -O GL6. GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. "" M. ALL ANGLED PARTITIONS ARE 45 DEGREES 61 UNLE55 OTHERN15E NOTED: 5 I FLOOR PLAN NOTES 5',79 33 THE FOLLOWING KEYNOTE5 REFERENCE THE 1 I I F_#1 5YMBOL5 A5 5HOWN ON,PLANS: �O G I I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL 5.IUR- }.\ RAILING / GUARDRAIL BALUSTERS TO BE ��a1;�o►�11'o�B'er o SPAGED 5UGH THAT RE CANNOT LauPA55 BETHEEN BALU5TER5.' Nnr :: I RAILING/HANDRAIL5 ARE TO BE AT a• ®•,� e S N 8 GL6. GHT A.F.F.; W 1 MINIMUM TO 38" MAXIMUM HEI�." ® 3ath RETURNS -� PER LOCAL CODE. RAILIN6 AT •"` w -- - ---� UARDRAI OGATION5 TO AT 42" M NI1111 - HVA DECK G L L BE I .. o �:c\ La0e3 AE I A.F.F.A.F.F OPT. RAI INC. E.� p 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN' , Y:'� ------- \ �� GPT. 5.lurx- =N P051TION. -- 5. 3. (2014 FRG SECTION 3 II) FOR STAIR REQ. '` ..• �, '`eILIZ- -----------,.--------- I 4. 5LOPE 6ARA6E FLOOR I/8" PER FOOT A's p 5 5 116111!` Q o - TOWARD OVERHEAD .GARAGE DOOR OPENING. 'g 21 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. Ri _ -----, INSTALL PER MANUFACTURERS I 5PE6IFIGATION5. ALL FACTORY BUILT ■ 1 26\ I `n FIREPLACES SHALL COMPLY WITH LOCAL - I GODES =I 18 1 6. 2X4 LOW WALL 30"1 cv = 1. 51NK W/ GARBAGE D15PO5AL ---- 8. DISHWASHER Iq _ ii RANGE 1 10. GOOK TOP 0p 25 v 11. OVEN O 2'- 2° 3,_ ' -711 2" 12. REFRIGERATOR 5PAGE. cv 13. PANTRY - (5) 16" D. SHELVE5 CV F 14. PEDESTAL 51NK � 9 2668 2 2 IUR- 15. 42" X 12 GARDEN TUB = h 16. TILED 5HOHER Wl 6LA55 ENCLOSURE, PER r GPT. H.S. 112 I " BUILDER 5PEG. LO I-' '-0" GL6. 11. 42l TUB O ca ,n Gn 18. 32" X 60" TUB/5HOWER -J, M CVS AV\� +DAV)�,Iq. LINEN 5HELVES 1I 20. HA5HER 5PAGECU J1droom 2 0 , ,LL r _ _ 21. DRYER, VENT 8'-0" GLC. 25 ��' 22. OPTIONAL LAUNDRY SINK. ------------ I �` 23. PROVIDE NON-GOMBU5TIBLE PLATFORMcc (D N N N ELEVATED 18" ABOVE 6ARA6E FLOOR FOR -s=+ ELECTRIC WATER HEATER. FCU 24. HAN50N BOX 2'-2" 3' �� 6 �5� I �" 'a- 25. 5HELVING PER BUILDER 5PEC5. 26. ATTIC AGGE55 (22"02° U.N.0). N 21.' ATTIC AGGE55 W/ STAIRS (22 1/2"x54 U.N.0). N 1 28. 6YP5UM BOARD OPENING (5EE INTERIOR I ELEVATIONS) SQUARE FOOTAGES REDWOOD - PLAN 1943 TRADITIONAL MAIN FLOOR $q4 UPPER FLOOR 103cl OTAL Ig33 ARASE 24G1 PORCH 36 LANAI 102 BALCONY 82 TOTAL 1 2402 2q. GYPSUM BOARD ARCH (5EE INTERIOR I ,N Lanai - 2880 LU 100 Main St. Suite 209 -11" 41-111 6'-1" 6'-1" ELEVATIONS) OPTIONAL GABINET5., Safety Harbor, Florida 34695 U121-211 er Floor PlanPLAN)'Il II 30. 6YPI BOARD LOW WALL, 38" A.F.F. (U.N.0) j -10 ; 3 -8 31-511 4 -5 � o, 1z2 m -5 0 2 1 W/ MDF GAP. i o LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF t 21-8 2 1 I 1 5026 I 5H 26 TEMP.5H 26 I DRAWN: ST CHECKED: 1/4" = 1'-D" AT 2264 = 1'-0" AT 11x11 HE16HT5 4 ARCHITECTURAL DETAILS FOR 2X6 LOW WALL 42" A.F.F. ■ 32. FINISH. PLANT 5HELF, 5EE EXTERIOR ELEVATIONS. `t 1 ( 33. HALF WALL IN WOOD GAP OR OPTIONAL LOW BSB 3 WALL WITH RAILING ABOVE. 34. I I� Q E S I G N I _ - c� , I r i 33 36 6x8 BEAM FamilN Y �. �I Lot 127 • S Redwood - Plan 1943 TraditionalE 4q: 51. BOARD ARCH ® 8'-0° TO 8'-6" LOW WALL 32:� A.F.F.5L 30 A.F.F. COUNTER W/ DIAGONALS c 41 I^ I5'-10" 1'-10" _ 52. 60"X60" 6ARDEN TUB SA/VFORO In o�A'�RTN1C`a� X15 -28o2 #152 01 u I N , m Cafe N 1 q'-4" GL6.LU c`ry =�y D (9' 6" 8:_�2 r y2 5-10" 1 LOW WALL +34 I/2" - 12 I � _ - d- GOUN ERTOP T D p - = p +36 2' - 5.IURj?" z z z - O 8--;� o o a m Kitchen Q 1 X q'-4" GL6 I tY 5-3" 4" 3'42" l 6'-10.. 2 -�; 2 -0/2 11 l B G =N S.IU12- .lu>z- � ? 13 1 N Pantr II 5k GL I d ---------- 1 = --------- O.H.G. -' O I O.H.G. 13 III t N SII 0 ctJ 28805E 0 0-1 1 N GL6. 1p 1 �1I Ca GaraqeWHr Ioyer q'_4" GL6. q'-4" GL6. 14 I ON 80 Powder 2 1 0 �� - m � _ - q 4 GLG '�� m i f� - -1 0 I I I m Porch �._ FX 1/2 34 ._._. I I o _ OVAL I r I ! 2 TEMP...... o 0 1 _ L I 1 m .21)8- 8010 OGD GOMMONWALL �_ GOMMONWALL Ck Main Floor Pian- o 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIx11 GOMMONWALL'k TYPICAL CONSTRUCTION GOMMONWALL ASSEMBLIES; 22'-0" A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE 21'-8" 2" VARIES, PER COMMUNITY 5PEG5) OVER, ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. 13'-8" 4'-011 B. TYPICAL FRAME FLOOR CONSTRUGTIQN: FIN15H FLOORINS ON 3/4" TON6UE 4 GROOVE 1 1 FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL 34 41 sut- I DRAWIN65. -- --- G SLAB ON GRADE FLOOR GON5TRUGTION: l MONOLITHIC CONCRETE SLAB OVER VAPOR r Z x4 WALL B a) CO n i BARRIER. REFER TO STRUCTURAL N d -O" A.F.F. 2x4 WALL i ENGINEERING DRAWIN65, TYP. 0) 1 D WQ 3-1 3' -l4' -O" A.F.F3-3.. I'-IOy2" 12'-j1/2° it Ln o�z A. ALL WINDOWS SHALL COMPLY WITH o cn_ MINIMUM 5TANDARD5 OUTLINED IN p APPLICABLE RE5. GHEGK5.oQ 2 FX ' B. WINDOW 5UPPLIER TO VERIFY AT LEAST W w wsa F. 3050 5H`~�O5TEMP. ONE WINDOW IN ALL BEDROOM5,TO HAVE A I CLEAR EGRESS OPENING OF 5.l SGt. FT. � �`�' 1 WITH MIN. DIMENSION OF 24" IN HEIGHT AND _ g 20" IN WIDTH; SILL HE16HT NOT GREATER N -0" GLC. THAN 44 ABOVE FLOOR. _ LL o. -0" GL6. I =` C. TYPICAL WINDOW HEAD HE16HT: 1 8'-0" A.F.F ®q'_4° PLATE HE16HT (U.N.0) d 1'-0 A.F.F ® 64PLATE HE16HT (U.N.0) E. ELECTRICAL: ■ I I ALL ELECTRICAL AND MECHANICAL Owners Suite le I z EQUIPMENT 4 METERS ARE 5UBJEGT TO �- RELOCATION DUE TO FIELD GONDITION5; q'-0" TRAY GLC.m I ( I p CONTRACTOR TO VERIFY. `t I 3 1 o F. HVAG: ' PROVIDE BACK DRAFT DAMPERS @ DRYER a VENT, HOOD VENT, 4 EXHAUST FAN5. �y ^I 6. GEMENTITIOU5 FIN15H 1�" ' = INSTALL PER LOCAL CODE. q )1 -2,V2112' -6y2: (01-0111 L VIP"`T H. DIMEN51ON5 ARE TO THE SAGE OF 5TUD, . ■ ■ (V U.N.O. 1'-0"GLG_ - - - - J z 1 L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF 3 -O GL6. GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. "" M. ALL ANGLED PARTITIONS ARE 45 DEGREES 61 UNLE55 OTHERN15E NOTED: 5 I FLOOR PLAN NOTES 5',79 33 THE FOLLOWING KEYNOTE5 REFERENCE THE 1 I I F_#1 5YMBOL5 A5 5HOWN ON,PLANS: �O G I I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL 5.IUR- }.\ RAILING / GUARDRAIL BALUSTERS TO BE ��a1;�o►�11'o�B'er o SPAGED 5UGH THAT RE CANNOT LauPA55 BETHEEN BALU5TER5.' Nnr :: I RAILING/HANDRAIL5 ARE TO BE AT a• ®•,� e S N 8 GL6. GHT A.F.F.; W 1 MINIMUM TO 38" MAXIMUM HEI�." ® 3ath RETURNS -� PER LOCAL CODE. RAILIN6 AT •"` w -- - ---� UARDRAI OGATION5 TO AT 42" M NI1111 - HVA DECK G L L BE I .. o �:c\ La0e3 AE I A.F.F.A.F.F OPT. RAI INC. E.� p 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN' , Y:'� ------- \ �� GPT. 5.lurx- =N P051TION. -- 5. 3. (2014 FRG SECTION 3 II) FOR STAIR REQ. '` ..• �, '`eILIZ- -----------,.--------- I 4. 5LOPE 6ARA6E FLOOR I/8" PER FOOT A's p 5 5 116111!` Q o - TOWARD OVERHEAD .GARAGE DOOR OPENING. 'g 21 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. Ri _ -----, INSTALL PER MANUFACTURERS I 5PE6IFIGATION5. ALL FACTORY BUILT ■ 1 26\ I `n FIREPLACES SHALL COMPLY WITH LOCAL - I GODES =I 18 1 6. 2X4 LOW WALL 30"1 cv = 1. 51NK W/ GARBAGE D15PO5AL ---- 8. DISHWASHER Iq _ ii RANGE 1 10. GOOK TOP 0p 25 v 11. OVEN O 2'- 2° 3,_ ' -711 2" 12. REFRIGERATOR 5PAGE. cv 13. PANTRY - (5) 16" D. SHELVE5 CV F 14. PEDESTAL 51NK � 9 2668 2 2 IUR- 15. 42" X 12 GARDEN TUB = h 16. TILED 5HOHER Wl 6LA55 ENCLOSURE, PER r GPT. H.S. 112 I " BUILDER 5PEG. LO I-' '-0" GL6. 11. 42l TUB O ca ,n Gn 18. 32" X 60" TUB/5HOWER -J, M CVS AV\� +DAV)�,Iq. LINEN 5HELVES 1I 20. HA5HER 5PAGECU J1droom 2 0 , ,LL r _ _ 21. DRYER, VENT 8'-0" GLC. 25 ��' 22. OPTIONAL LAUNDRY SINK. ------------ I �` 23. PROVIDE NON-GOMBU5TIBLE PLATFORMcc (D N N N ELEVATED 18" ABOVE 6ARA6E FLOOR FOR -s=+ ELECTRIC WATER HEATER. FCU 24. HAN50N BOX 2'-2" 3' �� 6 �5� I �" 'a- 25. 5HELVING PER BUILDER 5PEC5. 26. ATTIC AGGE55 (22"02° U.N.0). N 21.' ATTIC AGGE55 W/ STAIRS (22 1/2"x54 U.N.0). N 1 28. 6YP5UM BOARD OPENING (5EE INTERIOR I ELEVATIONS) SQUARE FOOTAGES REDWOOD - PLAN 1943 TRADITIONAL MAIN FLOOR $q4 UPPER FLOOR 103cl OTAL Ig33 ARASE 24G1 PORCH 36 LANAI 102 BALCONY 82 TOTAL 1 2402 2q. GYPSUM BOARD ARCH (5EE INTERIOR 31. OPTIONAL UPPER GAB►NETS: 100 Main St. Suite 209 -11" 41-111 6'-1" 6'-1" ELEVATIONS) OPTIONAL GABINET5., Safety Harbor, Florida 34695 U121-211 er Floor PlanPLAN)'Il 31 30. 6YPI BOARD LOW WALL, 38" A.F.F. (U.N.0) j 40. LINE OF FRAMING ABOVE. 0 2 1 W/ MDF GAP. 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF t 21-8 2 1 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR DRAWN: ST CHECKED: 1/4" = 1'-D" AT 2264 = 1'-0" AT 11x11 HE16HT5 4 ARCHITECTURAL DETAILS FOR 2X6 LOW WALL 42" A.F.F. ■ 32. FINISH. PLANT 5HELF, 5EE EXTERIOR ELEVATIONS. 44. 36"H. OPEN WOOD RAILING. 33. HALF WALL IN WOOD GAP OR OPTIONAL LOW BSB FOR ADDITIONAL NOTES 5EE GENERAL NOTE5 WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. Q E S I G N 35. 311 CONCRETE STOOP. 18" X 36" X 2" ART NICHE 36 6x8 BEAM 41. www.bsbdesion.com 31. OPTIONAL UPPER GAB►NETS: 100 Main St. Suite 209 -11" 41-111 6'-1" 6'-1" 38. OPTIONAL GABINET5., Safety Harbor, Florida 34695 U121-211 er Floor PlanPLAN)'Il 31 OPTIONAL COFFERED CEILING (A5 NOTED PER 813 265 4808 j 40. LINE OF FRAMING ABOVE. 0 2 1 4: 8, 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF t 21-8 2 1 42. 2X4 LOW WALL 42 A.F.F. DRAWN: ST CHECKED: 1/4" = 1'-D" AT 2264 = 1'-0" AT 11x11 43. 2X6 LOW WALL 42" A.F.F. FLOOR PLAN 22'-O" 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES 5EE GENERAL NOTE5 REDWOOD - R16HT ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE GOMMONWALL 41. HORIZONTAL LAUNDRY CHUTE Lot 127 • °P5uM Redwood - Plan 1943 TraditionalE 4q: 51. BOARD ARCH ® 8'-0° TO 8'-6" LOW WALL 32:� A.F.F.5L 30 A.F.F. COUNTER W/ DIAGONALS c 2ml WALL GLEAT5, PER BUILDER 5PEG 52. 60"X60" 6ARDEN TUB SA/VFORO o�A'�RTN1C`a� X15 -28o2 #152 01 L J,_ _IL N TYPICAL CONSTRUCTION BIRCH - PLAN 1832. - TRADITIONAL ASSEMBLIES. _ -'---- Ln - 31 Lana UPPER FLOOR CE GOMMONWALL CE GOMMONWALL OTil1l. 1822 GARAGE 25q A. TYPICAL ROOF GON5TRUGTION �k GOMMONWALL GOMMONWALL N , LANAI 102 BALCONY SHINGLE OR CONCRETE TILE ROOF (STYLE LU 22'-O.. VARIES, PER COMMUNITY 5PE65) OVER ROOF I = Q 22'-O" SHEATHING AND ROOF FRAMING PER 2-5 - m 4-5 3-8 3-8 2-10 2' 21'_8" 2" STRUCTURAL. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR 2 Ili 2" 21'-8" 2" B. TYPICAL FRAME FLOOR GON5TRUGTION: 5H12(M; 52 12(C H6 it 41-8511 111-011 FINISH FLOORING ON 3/4" TONGUE 8 GROOVE 32. PIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. i llll 1z III � Famil Y t 10' -by " FLOOR SHEATHING ON FLOOR TRU55E5 OR 2 2 BSB WALL WITH RAILING ABOVE. ,, PORCH RAIL, 5EE ELEVATION. DESIGN - �1- 36x36" CONCRETE STOOP FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL - q -4 GL6. - DRAWING5. N I � G. SLAB ON GRADE FLOOR CONSTRUCTION: kl. MONOLITHIC CONCRETE SLAB OVER VAPOR Iiliv LOW WALL +34 1/2" Z<; --------- ------------------ r -I1 41 RER TO 5TUGTURAL -------- ----------- -1 ENC71NEERIN6 DRAWIN65, TYP. N 0) ' I O 1 12 COUNTERTOP +36" oa tBARBER. N a 1 II 111NDOW d W q t � 1 � wen A. ALL WINDOW5 SHALL COMPLY KITH o cn z ►� �m� 1 p 1 MINIMUM 5TANDARD5 OUTLINED IN p �o a , APPLICABLE RES. CHECKS. _ OO �i it I1 OO t o 1 B. WINDOW SUPPLIER TO VERIFY AT LEA5T w w> w J< 1 II I 1 - 1 ONE WINDOW IN ALL BEDROOMS TO HAVE A ~ 1 3 -11 tl 3 _4 3 IOy2 3 3y2 3 -4 3 -I I 1 Q o CLEAR E6RE55 OPENING OF 5.150. FT. G o " W z$a 11 WITH MIN. DIMEN51ON OF 24 IN HEIGHT AND _ i 3050115H 3050 5H 3 .5H 3050 5H i n d N 20 IN WIDTH; SILL HE16HT NOT 6REATER w w THAN 44ABOVE FLOOR. H " L G. TYPICAL WINDOW HEAD HEIGHT: 60 A.F.F ® W-411 PLATE HEI6HT (U.N.0) 7 -O" A.F.F 0 6-1 PLATE HEIGHT U.N.O. Bedroom 3E. ELEGTRIGAL: " I ALL ELECTRICAL AND MECHANICAL 6-0" GL6. EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; T L CONTRACTOR TO VERIFY. . Bedroom 2 = o I _ F. HVA N N N m_ 1S111I 6-O .GLC. m I _m PROVIDE BACK DRAFT DAMPERS ®DRYER i VENT, HOOD VENT, 8 EXHAUST FAN5. G. GEMENTITIOU5 FINISH , �F. INSTALL PER LOCAL GORE. 3 10 A � _ _ 6I y H. I N IONS ARE TO THE FAGS OF STUD y D ME 5 2 , � 3 3 7 2 fir... U.N.O. DIMENSIONS ARE TO FACE O I I ' L. ALL EXTERIOR F - CMU OR TUDS UNLESS OTHERWISE NOTED. 5 � - I N ' N M. ALL ANGLED PARTITIONS ARE 45 DI.�GREES o yi _ � UNLESS OTHERWI5E NOTED.. I 1 �■ Mom v � FLOOR PLAN NOTES 11 =N =(0 N = =N THE FOLLOWING KEYNOTES REFERENCE THE �' o # _ _ -- - - - - - - ,d,' SYMBOLS A5 SHOWN ON PLANS: _____�___ _ 2668 _ N _ CV N 25 N 25 I. IF RAILING / GUARDRAIL IS PROVIDED, ALL tttttrlNlre 1 : RAILIN6 / GUARDRAIL BA R5 TO BE ��► If��l4 1 6 2468 -� - --1- T ATA PH O s SPACED SUCH H 4 5 E T r = ath 2 .1�8_ H.S. SPT. �II�, r �®®®.••�®; �, N ILC2 21 I PA55 BETWEEN BALU5TER5. . •�► s� -O 6. m i I =N RAILIN6/HANDRAIL5 ARE TO BE AT A�34111�� Cit •W.,"°'`, --� -- -- - MINIMUM TO 36 MAXIMUM HEIGHT A.F.F., WITH • ® ,._ t,0 • (N GA RA IN A - °.-^ RETURNS PER LOCAL CODE IL 6 T ® mi R _ c%j aV.r \L oV. '-O' GUARDRAIL LOGATION5 TO BEAT 42" MINIMUM �„ G W.G. GPT. H.5. • " �. F A.F.F. OPT. RAILING., 286 w .fl 2. LINE OF' OVERHEAD GARAGE DOOR IN OPEN •• ®`� K =W G. N P051TION. ``••.•.• `•' �e•� Q o - - 3. 14 FRG 5 G ION 311 FOR STAIR RE 20 E T Q O 16 HVAC DEC O r- O � _ _ t t i i 4. 5 OP GARAGE FLOOR 16 PER FOOT O = 74"x36" ABOVE - STORAGE N �r o 5LOPE L / s l nt O - N I TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLAGE, A5 5PEGIFIED"BY BUILDER. - :,,�/ " - " IN5TALL PER MANUFACTURERS I IV I 4-2 1 SPEGIFIGATION5. ALL FACTORY BUILT U) o Ir N11 246 �2 FIREPLAGE5 SHALL COMPLY WITH LOCAL U\O-<>, � q 1 =N GODES „ t owners = u? t 2X4 LOW WALL 30 A.F.F. 25 I 7. SINK W/ GARBAGE D15PO5AL Bath 8. D15HWA5HER -1 i I q. RANGE 0 = 26 � I � t l 8'-0" GL6. I❑ i I 33 1 10. COOK TOP CD 1 o } � I � - - -I 11. '.OVEN O d ' H _N I . REFR16 RATOR 5PAGE. CN 1O I _ 2 E i IUB- 2466.10 C i m 1 13. PANTRY - (5) 16" D. SHELVES �.., CV 8'-0"GL6. 3 -14. PEDESTAL SINK •� r„ =N i 15. 42" X 72" GARDEN TUB fl) ti _ ` Iq � I� \ � _ I6. TILED SHOWER W/ GLASS ENCLOSURE PER t 0,00 N �- CD N '1- cv --- - ------ BUILDER SPEC. �. O x 25 = 17. 42"x60" TUB- W I' -- Ism N N 0 . - I6.' 32 X 60 TUB/SHOWER N - z N I Iq.INEN SHELVES L CU � I , I 20. WASHER 5PAGE LCL 8_O_GLG. - - 21. `DRYER, VENT .� C� 4'- -5 3110 3 - O d" 21-411 1 q O GLC. I -q y2 22. OPTIONAL LAUNDRY SINK. . t I 23. PROVIDE NON-GOMBU5TIBLE PLATFORM I cu ELEVATED 16 ABOVE GARAGE FLOOR FOR c/)� C = I �- o � ELECTRIC WATER HEATER.: � .� II r.t') 2 -0 - I 24. HAN50N BOX � CL FM 1 Owners : 25.' 5HELVIN6 PER BUILDER 5PEG5. TVP. 26. ATTIC AGGE55 (22"02 U.N.0). m Suite I , ) II 27. ATTIC AGGE55 W/ STAIRS (22 1/2"64" U.N.0). IIII q' -O" TRAY 6L6. I !V_ I 26. GYPSUM BOARD OPENING (5EE INTERIOR SQUARE FOOTAGES BIRCH - PLAN 1832. - TRADITIONAL --- _ -'---- Ln - 31 Lana UPPER FLOOR qq6 OTil1l. 1822 GARAGE 25q 2880 N , LANAI 102 BALCONY (91 LU q'-4" GL6. I I = Q 2-5 - m 4-5 3-8 3-8 2-10 - 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR 2 Ili I 5H12(M; 52 12(C H6 it I t " 32. PIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. i llll 1z III � Famil Y t BSB WALL WITH RAILING ABOVE. ,, PORCH RAIL, 5EE ELEVATION. DESIGN - �1- 36x36" CONCRETE STOOP - q -4 GL6. p: N � kl. Iiliv LOW WALL +34 1/2" ' I O 1 12 COUNTERTOP +36" _CafeILZ 000 Eil X q'-4" GLC. "T / \\ i ._ I 11 � I �� y2 I -6/2 L.11 8.. 3 _q r` Q `1'_011 h n G I�zKit i T, 3TI . _,�Q S.IUB- SJUB- q'-4" G16. antr N q 4 GLC. i----�- 13 - ❑ 111, -O.H.G. N ----- a O.H.G. a der ( q -4 L6. 288056 O. E. --��- - 1 m q'-4" GL6. 3141 - r 'N _ _ W.G.mom -1 A Q� i rGame,Ca WH u 28 q'-4".GLC. 33 N v CV - - - ' - - i Foyer q'-4" GLG I III o I 0 I I I II I F� 1/2 4M i o 8070 060 ' .21JB- - O 5-10" V/'-4" 2'-3" ; 5'-3" 2'-0" _ O O m I Porch _ ■ 1 II 111NDOW d W q t � 1 � wen A. ALL WINDOW5 SHALL COMPLY KITH o cn z ►� �m� 1 p 1 MINIMUM 5TANDARD5 OUTLINED IN p �o a , APPLICABLE RES. CHECKS. _ OO �i it I1 OO t o 1 B. WINDOW SUPPLIER TO VERIFY AT LEA5T w w> w J< 1 II I 1 - 1 ONE WINDOW IN ALL BEDROOMS TO HAVE A ~ 1 3 -11 tl 3 _4 3 IOy2 3 3y2 3 -4 3 -I I 1 Q o CLEAR E6RE55 OPENING OF 5.150. FT. G o " W z$a 11 WITH MIN. DIMEN51ON OF 24 IN HEIGHT AND _ i 3050115H 3050 5H 3 .5H 3050 5H i n d N 20 IN WIDTH; SILL HE16HT NOT 6REATER w w THAN 44ABOVE FLOOR. H " L G. TYPICAL WINDOW HEAD HEIGHT: 60 A.F.F ® W-411 PLATE HEI6HT (U.N.0) 7 -O" A.F.F 0 6-1 PLATE HEIGHT U.N.O. Bedroom 3E. ELEGTRIGAL: " I ALL ELECTRICAL AND MECHANICAL 6-0" GL6. EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; T L CONTRACTOR TO VERIFY. . Bedroom 2 = o I _ F. HVA N N N m_ 1S111I 6-O .GLC. m I _m PROVIDE BACK DRAFT DAMPERS ®DRYER i VENT, HOOD VENT, 8 EXHAUST FAN5. G. GEMENTITIOU5 FINISH , �F. INSTALL PER LOCAL GORE. 3 10 A � _ _ 6I y H. I N IONS ARE TO THE FAGS OF STUD y D ME 5 2 , � 3 3 7 2 fir... U.N.O. DIMENSIONS ARE TO FACE O I I ' L. ALL EXTERIOR F - CMU OR TUDS UNLESS OTHERWISE NOTED. 5 � - I N ' N M. ALL ANGLED PARTITIONS ARE 45 DI.�GREES o yi _ � UNLESS OTHERWI5E NOTED.. I 1 �■ Mom v � FLOOR PLAN NOTES 11 =N =(0 N = =N THE FOLLOWING KEYNOTES REFERENCE THE �' o # _ _ -- - - - - - - ,d,' SYMBOLS A5 SHOWN ON PLANS: _____�___ _ 2668 _ N _ CV N 25 N 25 I. IF RAILING / GUARDRAIL IS PROVIDED, ALL tttttrlNlre 1 : RAILIN6 / GUARDRAIL BA R5 TO BE ��► If��l4 1 6 2468 -� - --1- T ATA PH O s SPACED SUCH H 4 5 E T r = ath 2 .1�8_ H.S. SPT. �II�, r �®®®.••�®; �, N ILC2 21 I PA55 BETWEEN BALU5TER5. . •�► s� -O 6. m i I =N RAILIN6/HANDRAIL5 ARE TO BE AT A�34111�� Cit •W.,"°'`, --� -- -- - MINIMUM TO 36 MAXIMUM HEIGHT A.F.F., WITH • ® ,._ t,0 • (N GA RA IN A - °.-^ RETURNS PER LOCAL CODE IL 6 T ® mi R _ c%j aV.r \L oV. '-O' GUARDRAIL LOGATION5 TO BEAT 42" MINIMUM �„ G W.G. GPT. H.5. • " �. F A.F.F. OPT. RAILING., 286 w .fl 2. LINE OF' OVERHEAD GARAGE DOOR IN OPEN •• ®`� K =W G. N P051TION. ``••.•.• `•' �e•� Q o - - 3. 14 FRG 5 G ION 311 FOR STAIR RE 20 E T Q O 16 HVAC DEC O r- O � _ _ t t i i 4. 5 OP GARAGE FLOOR 16 PER FOOT O = 74"x36" ABOVE - STORAGE N �r o 5LOPE L / s l nt O - N I TOWARD OVERHEAD GARAGE DOOR OPENING. 5. FIREPLAGE, A5 5PEGIFIED"BY BUILDER. - :,,�/ " - " IN5TALL PER MANUFACTURERS I IV I 4-2 1 SPEGIFIGATION5. ALL FACTORY BUILT U) o Ir N11 246 �2 FIREPLAGE5 SHALL COMPLY WITH LOCAL U\O-<>, � q 1 =N GODES „ t owners = u? t 2X4 LOW WALL 30 A.F.F. 25 I 7. SINK W/ GARBAGE D15PO5AL Bath 8. D15HWA5HER -1 i I q. RANGE 0 = 26 � I � t l 8'-0" GL6. I❑ i I 33 1 10. COOK TOP CD 1 o } � I � - - -I 11. '.OVEN O d ' H _N I . REFR16 RATOR 5PAGE. CN 1O I _ 2 E i IUB- 2466.10 C i m 1 13. PANTRY - (5) 16" D. SHELVES �.., CV 8'-0"GL6. 3 -14. PEDESTAL SINK •� r„ =N i 15. 42" X 72" GARDEN TUB fl) ti _ ` Iq � I� \ � _ I6. TILED SHOWER W/ GLASS ENCLOSURE PER t 0,00 N �- CD N '1- cv --- - ------ BUILDER SPEC. �. O x 25 = 17. 42"x60" TUB- W I' -- Ism N N 0 . - I6.' 32 X 60 TUB/SHOWER N - z N I Iq.INEN SHELVES L CU � I , I 20. WASHER 5PAGE LCL 8_O_GLG. - - 21. `DRYER, VENT .� C� 4'- -5 3110 3 - O d" 21-411 1 q O GLC. I -q y2 22. OPTIONAL LAUNDRY SINK. . t I 23. PROVIDE NON-GOMBU5TIBLE PLATFORM I cu ELEVATED 16 ABOVE GARAGE FLOOR FOR c/)� C = I �- o � ELECTRIC WATER HEATER.: � .� II r.t') 2 -0 - I 24. HAN50N BOX � CL FM 1 Owners : 25.' 5HELVIN6 PER BUILDER 5PEG5. TVP. 26. ATTIC AGGE55 (22"02 U.N.0). m Suite I , ) II 27. ATTIC AGGE55 W/ STAIRS (22 1/2"64" U.N.0). IIII q' -O" TRAY 6L6. I !V_ I 26. GYPSUM BOARD OPENING (5EE INTERIOR SQUARE FOOTAGES BIRCH - PLAN 1832. - TRADITIONAL MAIN FLOOR 524 UPPER FLOOR qq6 OTil1l. 1822 GARAGE 25q PORGH 68 LANAI 102 BALCONY (91 TOTAL 2312 ■ _ 36. 6x6 BEAM. www.bsbdesign.com ' 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 36. OPTIONAL GABINET5. Safety Harbor, Florida 34695 I I 2 I 2 3q. OPTIONAL COFFERED CEILING (A5 NOTED PER 813 265 4808 5.2UB_ 8.2y2,I .2UB- Plan Upp'erPLAN) 11_8 6_� Floor 40. LINOF FAMING ABOVE. 3y2 i*2 41. 'LINE OF FRAMING WALL BELOW. JOB NO: 02J 1402 PROJ MGR: JF O 2 4 8 �� DRAWN: ST CHECKED: - �� '-bit 11 �� 42. 2X4 LOW WALL 42 A.F.F. Main Floor Plan 2 216 2 I/4 = T 1. I -0 AT 22x34 �� 43. 2X6 LOW WALL 42 A.F.F. MAIN FLOOR PLAN. I/8 - 1'-0" AT I Ixl7 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION i I O 2 4 81 I 22'-O" 2" 21'-8" 2 45. FOR ADDITIONAL NOTES 5EE GENERAL NOT'E5 BIRCH - LEFT I/4" = I' -D" AT 22x34 ON TITLE SHEET 4 DETAILS. 221-011 46. 16" X 36" X 2" ART NIGHE 47. HORIZONTAL LAUNDRY CHUTE Lot 128 'E GOMMONWALL Gk GOMMONWALL ■ „ A.F.F. Traditional46. LOW WALL +42 Elevation 4q. GYPSUM BOARD ARCH ®6-0" TO 6-6" Birch -Plan 1832 Ct GOMMONWALL �k GOMMONWALL 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER W/ DIA60NAL 5U UB=L, WALL GLEAT5, PER BUILDER 5PEG. 2ml 52. 60"X60" GARDEN TUB S,q", 0p` 4 t, #15-2802 #15,.2 B07 ELEVATIONS) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ELEVATIONS) 30. GYPSUM BOARD LON WALL, 38" A.F.F.' (U.N.0) W/ MOF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR HEI6HT5 6 ARCHITECTURAL DETAILS FOR " 32. PIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. DESIGN 35 36x36" CONCRETE STOOP ■ _ 36. 6x6 BEAM. www.bsbdesign.com ' 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 36. OPTIONAL GABINET5. Safety Harbor, Florida 34695 I I 2 I 2 3q. OPTIONAL COFFERED CEILING (A5 NOTED PER 813 265 4808 5.2UB_ 8.2y2,I .2UB- Plan Upp'erPLAN) 11_8 6_� Floor 40. LINOF FAMING ABOVE. 3y2 i*2 41. 'LINE OF FRAMING WALL BELOW. JOB NO: 02J 1402 PROJ MGR: JF O 2 4 8 �� DRAWN: ST CHECKED: - �� '-bit 11 �� 42. 2X4 LOW WALL 42 A.F.F. Main Floor Plan 2 216 2 I/4 = T 1. I -0 AT 22x34 �� 43. 2X6 LOW WALL 42 A.F.F. MAIN FLOOR PLAN. I/8 - 1'-0" AT I Ixl7 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION i I O 2 4 81 I 22'-O" 2" 21'-8" 2 45. FOR ADDITIONAL NOTES 5EE GENERAL NOT'E5 BIRCH - LEFT I/4" = I' -D" AT 22x34 ON TITLE SHEET 4 DETAILS. 221-011 46. 16" X 36" X 2" ART NIGHE 47. HORIZONTAL LAUNDRY CHUTE Lot 128 'E GOMMONWALL Gk GOMMONWALL ■ „ A.F.F. Traditional46. LOW WALL +42 Elevation 4q. GYPSUM BOARD ARCH ®6-0" TO 6-6" Birch -Plan 1832 Ct GOMMONWALL �k GOMMONWALL 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER W/ DIA60NAL 5U UB=L, WALL GLEAT5, PER BUILDER 5PEG. 2ml 52. 60"X60" GARDEN TUB S,q", 0p` 4 t, #15-2802 #15,.2 B07 I I AL ONSTRUCTI N TYPIC C 0 I - �k GOMMONWALL Ct GOMMONWALL ASSEMBLIES. _ UPPER FLOOR 22'-O" A. TYPICAL ROOF GON5TRUGTION: GOMMONWALL GOMMONWALL 1 1 N 2800 PORCH (08 5HINGLE OR CONCRETE TILE ROOF(5TYLE I BALCONY 1 GL6. la J ''M1M1 V - - I VARIE5, PER COMMUNITY 5PE65) OVER ROOF 2312 QQ)I 1- 11 2.1 21 8 -5" lY O 221-011I ATHIN6 AND ROOF FRAMING PER SHE W/ MDF GAP. 5H1 26 5H1,26 1 6 SH 26TE P 1 M. 1 _I i 5TRU6TURAL. I I II �IIIII�III�I I 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR 111-011 41_ 8 11 I, 211 21'-8" 2" B. TYPICAL FRAME FLOOR GON5TRUGTION: HEI6HT5 4 ARCHITECTURAL TA R L DE ILS FOR II Farnil �I FIN15H FLOORING ON 3/411 TONGUE 8 GROOVE 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. l q'-4" GL6. ° 10'-6y 11 111_ 11 FLOOR SHEATHING ON FLOOR TRU55E5 OR 2 2 HALF WALL W/ WOOD GAP OR OPTIONAL LOW VIII, p 1 m FLOOR J015T5 A5 NOTED ON 5TRU6TURAL - N �. 34. � - 35 q O G�-6J . DRAWINGS. I III I = I TEMP I G. 5LAB ON GRADE FLOOR GON5TRUGTION: � b - - - 0 - - --_-, - 8 O GLG, MONOLITHIC CONCRETE5LA6' OVER VAPOR er r I 5.2111- ort', < 12 I OII 41 --------- --- ------------------------------------1 BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWINGS TYP 0Z N �• I I 8 000 X I l q'-4" GL6. [�Qo _ 1z 5.1111- i1# Q <S emir m I I I a ��a WINDO 5. w �- "...tri a o i W 5 H COMPLY ITH a 2 1 I I A. ALL INDOW 5 ALL G L W zm MINIMUM 5TA DARDS OUTLINED IN 0 NZ � �o -11 APPLICABLE RES. CHECKS. < - Q .. � � ��_ Ii i i B. WINDOW 5UPPLIER TO VERIFY AT LEA5T W 8<< B w w� x 3-3 3-10 1_ 11 I 1- 1 ONE WINDOW IN ALL BEDROOMS TO HAVE A 31-1111 3'-4" y2 i�2 3 4 3 II Q aisR CLEAR EGRESS OPENING OF 5.1 5Q. FT. D z- 3050 Ngo Z W I a WITH MIN. DIMENSION OF 24 IN HEIGHT AND SU L, 5H 3050 , H 3050 5H 305015H I m a< 2011 IN WIDTH; SILL HEIGHT NOT GREATERJOIN N _ W o W THAN 44" ABOVE FLOOR. CO) LL o G. TYPICAL WINDOW HEAD HEIGHT: - III A.F.F � .q 4 PLATE HEIGHT (U.N.D) -f -O A.F.F ® S -I PLATE HEIGHTU.N.O ( ) edro0 m 3 7I E. ELECTRICAL:.B . I ALL ELECTRICAL AND MECHANICAL GL6. EQUIPMENT 4 METER5 ARE 5UBJE6T TO RELOCATION DUE TO FIELD GONDITIONS i CONTRACTOR TO VERIFY. Bedroom = 2 I - O I 1 .i � F. HVAC; N o 8-O GL6. -o PROVIDE BACK DRAFT DAMPERS a DRYER - � u VENT, HOOD VENT, 8 EXHAUST FAN5.' m m m I I I , G. GEMENTITIOUS FINISH O IN5TALL PER LOCAL CODE.to , 6 I �3 10/ - 2 3 l 2 -f 3 H. DIMENSIONS ARE TO THE FACE OF STUD, ; U.N.O. I I L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF a� MU OR 5TUD5 U E 5 TH I5E «"- =N � G NL 5 0 SRW NOTED.. 4 „„ N M. ALL ANGLED PARTITIONS ARE 45 DEGREES OiI, I� I I � Cz I UNLESa OTHERWISE NOTED. � � FLOOR PLAN NOTES: ' -N _ - -�,, cv THE FOLLOWING KEYNOTTS REFERENCE THE II I III III ------ --- ---_ ___---==-- I # 5YMBOL5 A5 5HOWN ON PLANS: 2668 cv ❑ 1 f 11 N 25 N 25 BUM I. IF RAILING /GUARDRAIL IS PROVIDED, ALL � r 0 •` •• . RAI I G 6UARDRAI A U5 " � L N / L B L TO BE • • G I • °d 14.'�. 2468 " i A DSU THAT P o Bath 5P GE GH A 4 5 HERE T • a t GPT. H.S. _ sJUB PA55 BETWEEN BALU5TER5.x. ('O 11, • N 1 � 1 I , _RAILING/HANDRAILS ARE TO BE ATA 34 • . fxl" L - - - - - -- `Ln - 18 I ,n MINIMUM TO 3811 MAXIMUM HEIGHT A.F.F., WITH ®^,. :. 'p ' 11 G G. �' RETURNS PER LOCAL CODE. RAILING AT ' ` AV. LAY. i 11 • �N' 00o W.G. ..GUARDRAIL LOCATIONS TO BE AT 42 MINIMUM H.S. GPT. � O • '� • ► I A.F.F. OPT. RAILING. �i •®"••.. •�° *a,` o I � 2 I I „Oj a � 5.1 - 68 2.. LINE OF OVERHEAD GARAGE DOOR IN OPEN ,,. a N p o� P051TION. 1 _ 1 1 _ O _ _ _ 1111.11 _ .-1 14V HAG DECK 3: 2014 FRG 5 GTION 311 FOR STAIR ( ( E ) REQ. Q I _ ABOVE 11 11 I6 I o 4. SLOPE GARAGE FLOOR I/8 PER FOOT o N STORAGE - -i4 x36 p �O N - .� TOWARD OVERHEAD GARAGE DOOR OPENING. N o 5. FIREPLACE A5 5PEGIFIED BY BUILDER. = it _ I 11 „ 1 1 ,n IN5TALL PER MANUFAGTURER5 _ I I 6- I _ 1 4 2 10 P2 1 "� 2 SPEGIFIGATIONS: ALL FACTORY BUILT II _ - PA A FIRE L GE5 5H LL COMPLY WITHLOCAL cv `�2 _ ' I'I 468 ,d o � , ------ _ � III \ � , _ GORES 11 6. 2X4 OW WA 30 A.F.F. I L LL - -Owners--------� - - 25 1. 51NK W/ GARBAGE, DISPOSAL � - _- 71 I Bath 8: DISHWASHER �I I , I 26 = 1 11 q. RANGE O I K ❑ I N 8 -O GL6. I 33 I i\p - IO. GOOK TOP Q L_ -- i ><. 1 11. OVEN O 2 H ' i 12. REFRIGERATOR 5PAGE. CV z I _1 I .1111- 13. PANTRY - (5) 16" D. 5HELVE5 CU p m I .I. 2468 I - N v 3 1 14. PEDESTAL SINK 5 P►- 8 0 GLG. _ 15. 42" X -12" GARDEN TUB U) r- -N I Iq N i ❑ �.. w 16. TILED SHOWER GLA55 ENG OSURE PER _ � W/ L t� ----- !1 25 N �; X66 I N BUILDER 5PEG. tA > O N , - 11. 42 x60 TUB Ca II 11..0 J' I8. , 32 X 60 TUB/5HOWER N CN Z lq. LINEN SHELVES - Ch CO V i - t 20. WASHER 5PAGE ca J P` - O q O GL6. 21. DRYER, VENT � �� d. II I 11 22. OPTIONAL LAUNDRY 51NK. Z3 -10,1 11 I' -q" 51 -Sy2 4'-P2" 23. PROVIDE NON-COMBUSTIBLE PLATFORM O N - ELEVATED. IS ABOVE GARAGE FLOOR FOR U) ELECTRIC, WATER HEATER. V- - 2'-011 24. HAN50N BOX LO CU O Owners I SuiteTVP. 25. SHELVING PER BUILDER 5PEG5. . V 26. ATTIC AGGE55 (22'x32" U.N.O.). to 21. ATTIC AGGE55 W/ 5TAIR5 22 1/2"x5411 U.N.O. . I„ ( q'-011 TRAY GL6. I - I I 28. GYPSUM BOARD OPENING (SEE INTERIOR I 31 I Lanai _ UPPER FLOOR 41 21_41 2 OTAL 1 1 N 2800 PORCH (08 LANAI I BALCONY 1 GL6. la J ''M1M1 V - - I OTAL 2312 QQ)I I T 2'-10" 3'-8" 3'-8" 4'-5" m -5" lY O I W/ MDF GAP. 5H1 26 5H1,26 1 6 SH 26TE P 1 M. 1 _I i 2 V / - I I II �IIIII�III�I I 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR I, HEI6HT5 4 ARCHITECTURAL TA R L DE ILS FOR II Farnil �I 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. l q'-4" GL6. ° <1- HALF WALL W/ WOOD GAP OR OPTIONAL LOW VIII, p 1 m - N �. 34. � - 35 q O G�-6J . N I III I = I TEMP I �II ✓i LOW HALL +34 1/2 � b - - - 0 - - --_-, - 8 O GLG, I 5.2111- COUNTERTOP � II +56 12 I OII Cafe - -- B I I 8 000 X I l q'-4" GL6. [�Qo _ 1z 5.1111- i1# Q +18 WINDOW 5EAT a co 3'-qII d V r-ILI � VIII GD I � I O 1zKitchen 11 5.IUB- q'-4" GL6. 5.1111- = ? 13 1 I 11' 2-3050 SH I 11 - 1 II - ( 4 -N N N Pantr = N 2-I IIIIIII q0 14 2S ------- -- q 1-411 G ----- I 6-10 5-10 N o �IIIIIo`I' O.H.G. IIS, Po O.H.G. 13 .N A - - -- 0. E. 288056 q'-4" GL6, 21-611 3' qIIbi 2 IIIILII I III a7 II J I _ I II I � fi 28 I'Ij�II II - 1 Car Garage _ �Z I o I 33 q'-4" GLG. z A � ElN Foyer I �- F3-1 ' I m , I � 1 F 1/2 gg4 1 TEMP. \ I III _ = Q - I o - bo -70 oGD I �r I I -- \ 5.2UB- I - o o 0 I 1151 11 2^I _311 2'-0 51_10111, o o Porch I I 1 ■ ■ 1 I 1Z- I I I a ��a WINDO 5. w �- "...tri a o i W 5 H COMPLY ITH a 2 1 I I A. ALL INDOW 5 ALL G L W zm MINIMUM 5TA DARDS OUTLINED IN 0 NZ � �o -11 APPLICABLE RES. CHECKS. < - Q .. � � ��_ Ii i i B. WINDOW 5UPPLIER TO VERIFY AT LEA5T W 8<< B w w� x 3-3 3-10 1_ 11 I 1- 1 ONE WINDOW IN ALL BEDROOMS TO HAVE A 31-1111 3'-4" y2 i�2 3 4 3 II Q aisR CLEAR EGRESS OPENING OF 5.1 5Q. FT. D z- 3050 Ngo Z W I a WITH MIN. DIMENSION OF 24 IN HEIGHT AND SU L, 5H 3050 , H 3050 5H 305015H I m a< 2011 IN WIDTH; SILL HEIGHT NOT GREATERJOIN N _ W o W THAN 44" ABOVE FLOOR. CO) LL o G. TYPICAL WINDOW HEAD HEIGHT: - III A.F.F � .q 4 PLATE HEIGHT (U.N.D) -f -O A.F.F ® S -I PLATE HEIGHTU.N.O ( ) edro0 m 3 7I E. ELECTRICAL:.B . I ALL ELECTRICAL AND MECHANICAL GL6. EQUIPMENT 4 METER5 ARE 5UBJE6T TO RELOCATION DUE TO FIELD GONDITIONS i CONTRACTOR TO VERIFY. Bedroom = 2 I - O I 1 .i � F. HVAC; N o 8-O GL6. -o PROVIDE BACK DRAFT DAMPERS a DRYER - � u VENT, HOOD VENT, 8 EXHAUST FAN5.' m m m I I I , G. GEMENTITIOUS FINISH O IN5TALL PER LOCAL CODE.to , 6 I �3 10/ - 2 3 l 2 -f 3 H. DIMENSIONS ARE TO THE FACE OF STUD, ; U.N.O. I I L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF a� MU OR 5TUD5 U E 5 TH I5E «"- =N � G NL 5 0 SRW NOTED.. 4 „„ N M. ALL ANGLED PARTITIONS ARE 45 DEGREES OiI, I� I I � Cz I UNLESa OTHERWISE NOTED. � � FLOOR PLAN NOTES: ' -N _ - -�,, cv THE FOLLOWING KEYNOTTS REFERENCE THE II I III III ------ --- ---_ ___---==-- I # 5YMBOL5 A5 5HOWN ON PLANS: 2668 cv ❑ 1 f 11 N 25 N 25 BUM I. IF RAILING /GUARDRAIL IS PROVIDED, ALL � r 0 •` •• . RAI I G 6UARDRAI A U5 " � L N / L B L TO BE • • G I • °d 14.'�. 2468 " i A DSU THAT P o Bath 5P GE GH A 4 5 HERE T • a t GPT. H.S. _ sJUB PA55 BETWEEN BALU5TER5.x. ('O 11, • N 1 � 1 I , _RAILING/HANDRAILS ARE TO BE ATA 34 • . fxl" L - - - - - -- `Ln - 18 I ,n MINIMUM TO 3811 MAXIMUM HEIGHT A.F.F., WITH ®^,. :. 'p ' 11 G G. �' RETURNS PER LOCAL CODE. RAILING AT ' ` AV. LAY. i 11 • �N' 00o W.G. ..GUARDRAIL LOCATIONS TO BE AT 42 MINIMUM H.S. GPT. � O • '� • ► I A.F.F. OPT. RAILING. �i •®"••.. •�° *a,` o I � 2 I I „Oj a � 5.1 - 68 2.. LINE OF OVERHEAD GARAGE DOOR IN OPEN ,,. a N p o� P051TION. 1 _ 1 1 _ O _ _ _ 1111.11 _ .-1 14V HAG DECK 3: 2014 FRG 5 GTION 311 FOR STAIR ( ( E ) REQ. Q I _ ABOVE 11 11 I6 I o 4. SLOPE GARAGE FLOOR I/8 PER FOOT o N STORAGE - -i4 x36 p �O N - .� TOWARD OVERHEAD GARAGE DOOR OPENING. N o 5. FIREPLACE A5 5PEGIFIED BY BUILDER. = it _ I 11 „ 1 1 ,n IN5TALL PER MANUFAGTURER5 _ I I 6- I _ 1 4 2 10 P2 1 "� 2 SPEGIFIGATIONS: ALL FACTORY BUILT II _ - PA A FIRE L GE5 5H LL COMPLY WITHLOCAL cv `�2 _ ' I'I 468 ,d o � , ------ _ � III \ � , _ GORES 11 6. 2X4 OW WA 30 A.F.F. I L LL - -Owners--------� - - 25 1. 51NK W/ GARBAGE, DISPOSAL � - _- 71 I Bath 8: DISHWASHER �I I , I 26 = 1 11 q. RANGE O I K ❑ I N 8 -O GL6. I 33 I i\p - IO. GOOK TOP Q L_ -- i ><. 1 11. OVEN O 2 H ' i 12. REFRIGERATOR 5PAGE. CV z I _1 I .1111- 13. PANTRY - (5) 16" D. 5HELVE5 CU p m I .I. 2468 I - N v 3 1 14. PEDESTAL SINK 5 P►- 8 0 GLG. _ 15. 42" X -12" GARDEN TUB U) r- -N I Iq N i ❑ �.. w 16. TILED SHOWER GLA55 ENG OSURE PER _ � W/ L t� ----- !1 25 N �; X66 I N BUILDER 5PEG. tA > O N , - 11. 42 x60 TUB Ca II 11..0 J' I8. , 32 X 60 TUB/5HOWER N CN Z lq. LINEN SHELVES - Ch CO V i - t 20. WASHER 5PAGE ca J P` - O q O GL6. 21. DRYER, VENT � �� d. II I 11 22. OPTIONAL LAUNDRY 51NK. Z3 -10,1 11 I' -q" 51 -Sy2 4'-P2" 23. PROVIDE NON-COMBUSTIBLE PLATFORM O N - ELEVATED. IS ABOVE GARAGE FLOOR FOR U) ELECTRIC, WATER HEATER. V- - 2'-011 24. HAN50N BOX LO CU O Owners I SuiteTVP. 25. SHELVING PER BUILDER 5PEG5. . V 26. ATTIC AGGE55 (22'x32" U.N.O.). to 21. ATTIC AGGE55 W/ 5TAIR5 22 1/2"x5411 U.N.O. . I„ ( q'-011 TRAY GL6. I - I I 28. GYPSUM BOARD OPENING (SEE INTERIOR SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 2 8 4 UPPER FLOOR 41 21_41 2 OTAL 1 GARAGE 2501. PORCH (08 LANAI 102 BALCONY 61 OTAL 2312 11 I� I W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR HEI6HT5 4 ARCHITECTURAL TA R L DE ILS FOR FIN15H.' 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. 34. 2040 5H DESIGN 35 q O G�-6J . = I TEMP I � b - - - 0 - - --_-, - 8 O GLG, I 5.2111- I _ Q I I G� I +18 WINDOW 5EAT a co = 11 - `�2 - 2 �2 1 I 11' 2-3050 SH I 11 - 1 II - ( 4 - N 2-I 30 6-10 5-10 N o SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 2 8 4 UPPER FLOOR qq8 OTAL 1822 GARAGE 2501. PORCH (08 LANAI 102 BALCONY 61 OTAL 2312 ■ ■ - m 36. 11 BEAM. wwW.bsbdesign.com 31. OPTIONAL UPPER GABINET5• 100 Main St. Suite 209 34 I 38. OPTIONAL GABINET5. Safety Harbor, Florida 34695 2 3q. OPTIONAL COFFERED CEILINC6 A5 NOTE R 813 2654808 2 ( D PER 5.2111- it � I II 5.2111- PLAN). : 1. 1 I 3 S_ 1 Upper .:: Floor.Plan 3/2 8 -�2 I ■ y2 �2 118 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 4L LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF Main Floor Plan 2" 21'-61 2,1 42. 2X4 LOW WALL 42"A.F.F. DRAWN: ST CHECKED: 10'-O" LI' -8" I/4" = I' -D" AT 22x34 1. „ _ 1_ 11 43. 2X6 LOW WALL 42 A.F.F. MAIN FLOOR PLAN - Al 1 IN I/8 - t O AT Ilxl"f 11 I O 21 41 81 11 I 44. 311 OPEN WOOD RAILING. TRADITIONAL ELEVATION 2 2.1 � � 22 -0 211-611/4 = I -O AT 2204 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTES BIRCH RIGHT I/8" = I' -O" AT IIx 17 ON TITLE SHEET 8 DETAILS. 221-011 11 46. IS" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE Lot 129 Gk GOMMONWALL Gk GOMMONWALL 48. LOW WALL +42" A.F.F. , Traditional Elevation 4q. 'GYP5UM BOARD ARCH ® 8'-0" TO 81-611 Birch - Plan 1832 , �k GOMMONWALL GOMMONWALL 50. LOW WALL 32 1A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL6*69 S 2ml WALL GLEAT5, PER BUILDER 5PEG. 52 60"X60" GARDEN TUB SqO o� #- 2 �1 15 260 5-2807 IL II II I ELEVATIONS) 2q. 6YP5UM BOARD ARCH (SEE INTERIOR .. ELEVATIONS) . 30. 6YP5UM BOARD LOH WALL 38 A.F.F. fU.N..) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR HEI6HT5 4 ARCHITECTURAL TA R L DE ILS FOR FIN15H.' 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. DESIGN 35 36"x36" CONCRETE STOOP ■ ■ - m 36. 11 BEAM. wwW.bsbdesign.com 31. OPTIONAL UPPER GABINET5• 100 Main St. Suite 209 34 I 38. OPTIONAL GABINET5. Safety Harbor, Florida 34695 2 3q. OPTIONAL COFFERED CEILINC6 A5 NOTE R 813 2654808 2 ( D PER 5.2111- it � I II 5.2111- PLAN). : 1. 1 I 3 S_ 1 Upper .:: Floor.Plan 3/2 8 -�2 I ■ y2 �2 118 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 4L LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF Main Floor Plan 2" 21'-61 2,1 42. 2X4 LOW WALL 42"A.F.F. DRAWN: ST CHECKED: 10'-O" LI' -8" I/4" = I' -D" AT 22x34 1. „ _ 1_ 11 43. 2X6 LOW WALL 42 A.F.F. MAIN FLOOR PLAN - Al 1 IN I/8 - t O AT Ilxl"f 11 I O 21 41 81 11 I 44. 311 OPEN WOOD RAILING. TRADITIONAL ELEVATION 2 2.1 � � 22 -0 211-611/4 = I -O AT 2204 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTES BIRCH RIGHT I/8" = I' -O" AT IIx 17 ON TITLE SHEET 8 DETAILS. 221-011 11 46. IS" X 36" X 2" ART NICHE 41. HORIZONTAL LAUNDRY CHUTE Lot 129 Gk GOMMONWALL Gk GOMMONWALL 48. LOW WALL +42" A.F.F. , Traditional Elevation 4q. 'GYP5UM BOARD ARCH ® 8'-0" TO 81-611 Birch - Plan 1832 , �k GOMMONWALL GOMMONWALL 50. LOW WALL 32 1A.F.F. 51. 30" A.F.F. COUNTER W/ DIAGONAL6*69 S 2ml WALL GLEAT5, PER BUILDER 5PEG. 52 60"X60" GARDEN TUB SqO o� #- 2 �1 15 260 5-2807 IL II II I GOMMONWA , LL GOMMONWALL _ 22'-Ok TYPICAL CONSTRUCTIONN GOMMONWALL � GOMMONWALL „ I ASSEMBLIES. 2 5.2UR- 1_ a �� 1. 21 8 2 22 -0 A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR GONGRETE TILE ROOF 5TY E �1 1 II ( L i 4 -$ I� -O i 2' 21'-$" 1. VARIES PER COMMUNITY 5PEG5 OVER ROOF 2 ) 5HEATHIN6 AND ROOF FRAMING PER 41-011 131-611 41-011 STRUGTURAL. B. TYPICAL FRAME FLOOR CON5TRUGTION: FINISH FLDORIN6 ON 3/4" TONGUE 4 GROOVE i I FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR I -F4-11 2UR- FLOOR J015T5 A5 NOTED ON 5TRUGTURAL I 34 41 DRAWIN65. I _ 1 r---- -- --._ G. SLAB ON GRADE FLOOR GON5TRUGTION. N ---_ ------ --- '�-- _ �- iI BZW - I I MONOLITHIC CONCRETE SLAB OVER VAPOR r., _¢ 31 I 40 I I I I c> W 2$$O N I I I I 2x4 WALL Lanai I 1 Balcony 2x4 WALL BARRIER. REFER TO STRUCTURAL _ z S tv I EN6INEERIN6 DRAWIN65, TYP. W=a _ _ I 4 -O A.F.F. 4'1 A.F.F. I on ' q'-4" GL6. = o i 12 -V2 I -1Oy2 3'-3" 3 _l 1. I I = WINDOWS: ? �w = I � I 3> 1 3 Q - A. ALL WINDOWS 5HALL GOMPLY WITH o cn w Iii p _-' 2'-5" m 4'-5" 3'-$' 3'-S"I I 2'-1011 s' MINIMUM 5TANII OUTLINED IN Z Z a II i� O Fla 1 I APPLICABLE RES. CHECKS. 204 X B. WINDOW 5UPPLIER TO VERIFY AT LEA5T W > - SH 26TEMP: 5H 26 1 5H 26 N w S s TEM 3050 5H MP. 3050 SHTEMP. F- x ONE WINDOW IN ALL BEDROOMS TO HAVE A: � � �� i Q o GLEAR E&RE55 OPENING OF 5.150. FT. D � N III WITH MIN. DIMEN510N OF 24" IN HEIGHT AND W =�a = I I s 20 IN WIDTH 51 HEI < I II LL GHT NOT GREATER N W $ -O GL6.W r - - - - - - - - - - - - - 2'-0" 1Jo THAN 44 ABOVE FLOOR. o �r q -O GL6. I -1 3 � I G. TYPICAL WINDOW HEAD HEIGHT. 8 -O A.F.F ®q -4 PLATE H I LTE EIGHT N.N.OJ � I I i I � O A.F.F ®8 -I PLATE HEIGHT U.N.O. II � ( ) 0 33 c� ( E. ELECTRICAL: r ❑ -' I I ALL ELEGTRIGAL AND MECHANICAL z - ', c� z 1 I �- c� _ I Owners 1 I e rs S EQUIPMENT 4 METER5 ARE 5UBJEGT TO F mil � =I a o i I z I ( m cn RELOCATION DUE TO FIELD GONDITION5; vo _I q' -O" TRAY GL6. I _, q'-4" G ICONTRACTOR T VERIFY. L6. 3 <r I _ O VE I Y. = 4I i I - I "- c� i F. HYAG: .PROVIDE BACK DRAFT DAMPERS ® DRYER I I �, 1 VENT, HOOD VENT, 4 EXHAUST FANS. 6 GEMENTITIOUS FINISH 2 -6 5 - I. INSTALL PER LOCAL GORE. _I I D 16 0 Y2 �2 3 1I1 III - I H. DIMENSIONS ARE TO THE FACE OF TU , 5 D, � IIII � I� I r I q' -O" G U.N.O. 11 -.A _ i L. ALL EXTERIOR ARE TOFAGEOF $ O GLC. GMU OR 5TUD5 UNLESSOTHE 1 RW SE NOTED. I ----- �I M. ALL AN6LE0 PARTITIONS ARE 45 DE6REE5 I --- ----- I� UNLE55 OTHERWI5ENOTED:. • ;E FLOORPLA N NOTES: IIS I ❑ - _ I III e m I =N c� # THE FOLLOWING KEYNOTES REFERENCE THE d m I ` i O 15YMBOL5 A5 5HOWN ON PLAN5: Cafe _ _1 I I N q'-4" GL6. L IF RAILIN6 / GUARDRAIL 15 PROVIDED, ALL 2468 I 111111!!! = i S.IUR- i RAILIN6 / 6UARDRAIL BALU S TO BE®® tsi® U-iN o} " X00 O,0I 5PACED 5UGH THAT A 4 5PHE NOT ,I/ I ««« � Laundry n d r O PA55 BETWEEN BALU5TER5. e°'� °�® Owners RAILING/HANDRAILS ARE TO BE AT 3411 $'-O" GL6. c� I6 V.I 1 = MINIMUM TO 36" MAXIMUM HEIGHT A.F.., WITH ° t� r. cv v I LOW WALL +34 1/2" r- _ _ _ Bath__ 4 xb ry « t� ; C� m �a IN \ I HVAC EGK ----� ath__ 12 r _-- RETURNS PER LOCAL CODE. RAILING AT «� e.f D _ ABOVE , 1_ y I _ U RDRAIL LOCATIONS TO BE AT 42 MINIMUM .• ® -4 ii~ - COUNTERTOP - _ _ � $ 0 GI16 I I u� �- C� ,: o - VIII v O = A F « ,p « ° cit 11 O o I E f o _i A.F.F. OPT. RAILING. ,gyp, r +36 -� _� � � � � i � � ., ®« b I Q 2. I F « ir« cam. � • I <r- - LINE O OVERHEAD GARAGE DOOR IN OPEN «° , .•• 9 SIII _ ti I I p °® s, II � aal I I H.S. GPT. �--- ------ --� � POSITION. «.« ® � •� .� i u_ u� I 0 0 0 1\ -! i pQ = / $ _ I 3. (2014 FRG SECTION 311 FOR STAIR REQ. a Oil Kitchen n, I -----------;----------- 1� o o x i I 4. SLOPE GARAGE FLOOR I$ PER FOD Iq -4 GL6 <r (/ � I = mii � I 2 v � 25 / Tp I 2II � TOWARD OVERHEAD GARAGE DOOR OPENING. t ❑ = i N i 5. FIREPLACE A5 5PEGIFIED BY 2'-V2" 6-10 � 3 1�2 4" 5'-3.1 �2 u ----- cti � %� BUILDER. i i III; i i ( / \ I � I _ INSTALL PER MANUFACTURERS I�loll= MW=B In i I 5PEGIFIGATION5. ALL FACTORY BUILT ■ Y Y . I . C. i FIREPLAGE5 5HALL COMPLY WITH LOCAL � 4 13 ti a' SJUR- I = � L - 3 S' -O" GL6. � CODES � Pantry _ II ❑ _ i � I X4 LOW WALL 30"1 '-O" GI �' N O q 2 N N I 1_ r "1. 51NK W/ 6ARBA6E D15P05AL 'IIII--------- -- - - - - - -- 25 -------- $. DI5HWA5HER ❑13 -I --------- _ - I = Iq O.H.G. C� O.H.G. s� i 206$ ❑ q. RAN6E II,L I III I I I - 25 25 cv 10. GOOK TOP - - - - - - m �---------------- IL OVEN O VIII ❑-- I N 3 -� 2 `�2 q 3 2 - CV cv I . I 2 REFRI6ERA TOR SPACE. N 13. PANTRY - (5)16" D. 5HELVE5 (D N ,Irl'I IIII F 1 �_� �� q+4, 2 14. PEDE5TAL 51NK 3 ti II I 5.IUR- 266$ .o 11 I� w p i 15. 42 X 12 GARDEN TUB (o III _ ti' III gill, - I ,III o I = - ; ; I6. :TILED SHOWER W/6LA55 ENCLOSURE, PER � � , c� cv i c� O �IIII QO.E.at 2 �, i � �- D _ .5. GPT. o BUILDER 5PEG. O �O , ,„ 11 'I I $ O GL - Il. `42 x60 TUB IIII. u� I � (13 � � 1$. 32 X 60 TUB/5HOWER - J N M LAV. LAV. Iq. LINEN 5HELVES O III, � _ � � i � IIII o / \1 o Ca LL II I - -- �.�/ 20. WASHER SPACE I`- 1 CarGaraqe-I _wH m Bedroom 2c:) i VIII - ,.n 21: 'DRYER, VENT :,C 14'x, 1 11 I - , 22. OPTIONAL LAUNDRY SINK. q'-4" GL6. 1 I 25 - I cv I � Z3 8 O GL6.. _ 4 23. PROVIDE NON-GOMBUSTIBLE PLATFORM O N N " m � 4 N ELEVATED I$ ABOVE GARAGE FLOOR FOR C1) _... = 111,11 1 -+-- ❑ 14 i _: r- O F ELECTRIC WATER HEATER. 0 I �t o I 41.1 I 24, HAN5ON BOX 6 5 11 _ r N q GL6. A 3 21-211 q 6 25. SHELVING PER BUILDER PE Powder 0 E 5 C,5. 11 2 = 1 11 'L� _ 26. ATTIC AGGE55 (22 x32 U.N.0). 4 m q -4 GL6 I i� I 21. ATTIC, A6GE55 W/ 5TAIR5 (22 1/2l`64" U.N.O.). 1 I III cv 2$. GYPSUM BOARD OPENING (SEE INTERIOR ELEVATIONS) SQUARE FOOTAGES REDWOOD PLAN 1943 TRADITIONAL MAIN FLOOR $1-14 UPPER FLOOR 103q W3TOTAL 1cm ARA6E 24q PORCH 36 LANAI 102 BALCONY 82 TOTAL. 2402 2q. c 6YP5UM 130ARD ARCH (5EE INTERIOR ELEVATIONS) 30. 6YP5UM BOARD LOW WALL, 3$" A.F.F. (U.N.0) W/ MDF GAP, 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR "Nwl Illluallt HEIGHTS 4 ARCHITECTURAL DETAIL5 FOR "'N' mill FIN15H. 32. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF NALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. DESIGN 35. 311 CONCRETE STOOP. 36 6 $ BEAM www bsbdesi n A g.om - 4 6Cl ''0 V/ I_211 I1_p(VJ.11 21_0 II 21-1111 I`II11 31. OPTIONALUPPER CABINETS. 100 Main St. Suite 209 61-I�� 4�-`11 4,-II„36. OPTIONAL GABINET5. Safety Harbor, Florida 346 95 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED PER 8132654808 121-211 3'-$" 5'-10" Main Floor ■ 1 1 1 Plan PLAN) 12 2 q-6 � er EIo ro 40. LINE OF FRAMIN6 ABOVE: O 2' 4' 8' - - 41. LINE OF FRAMING WALL BELOW. JOB NO:, 02J14020 PROJ MGR. JF O 2 4 8 I. . 2.. 21'-$" 211 2" 21'-$° .1 RAWN. ST I/4" = 11_011 AT 22x34 2 14" = I' -O" A 42. 2X4 LOW WALL 42 A.F.F. 4 cHI=_cKED. 1/$" = 1'_011 AT IIxI1 / - ' T 22x34 43. 2X6 LOW WALL' 42" A.F.F. FLOOR PLAN 22 -O.. � .I � I/$ - 1'-0" AT I Ixl7 11 221-011 44. 36 H. OPEN WOOD RAILIN6. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES 5EE GENERAL NOTES RE DWOOD - LEFT. ON TITLE 5HEET 4 DETAILS. 46. 1$" X 36" X 2" ART NICHE CL GOMMONWALL Gk GOMMONWALL Gk. COMMONWALL Gk, GOMMONWALL 41. HORIZONTAL LAUNDRY CHUTE Lot 130 4$: LOW NALL +42" A.F.F. I ■ , -4q. 6YP 5UM BOARD ARCH m $-O TO $-6" Redwood - Plan 1943Trad�t■onal Elevation50. LOW WALL 32�1A.F.F. 51. 301 A.F.F. COUNTER W/ DIAGONAL GI 2ml � WALL GLEAT5, PER BUILDER 5PEG: 0 52. 60'1 GARDEN TUB S,gA1pOR o� I A�RTnnFN� #152 802 # 5w2807 I I I I' ill I '1 1 22'-4" GOMMONWALL CL 22'-2" 2111 1 23'-4" I' -O" 221-211 2" 7'-2" 15'_0"ol oil 1'-4" 5'-10" 4'-3" 3'-8.. 3'-1511 31-511 to 3'-4" 4'- 4'-111 imm I I 5HI 26 I 5H 126 514126 305015H 3050 5H 3050 5H 25 I -----8q'_LG_- _- -O" GLC. �Ty 0" 31 �--❑ P. I � I I 111111 I I Lanai I I I,II I q'-4" CL6. I - W■ i.C. O I IIN N I III I I I N Lr)I I m I I 8'-0" GLG. I m _ I III Owners Suite ,_0 Great 25� q TRAY GLC. I I Room _ I - ts _ 65-1"I II'I I- 2 3 4 2 6 8 II 2468 N N I I 25 =N _ I_ _ _ - q' -O" GLC. - - - - I Laundr p N I N m 8'-0" GL6. � Iq N I ❑ �� ?cgc4 E -N Cafe 2UW- III = 8 " o 61"T. H.S. �YSS 5.luw- N N m tl- as ISI _ s� m q'-4" GLC. ------------ ------------ >a .fl ISI z - 16 - I i o I I Owners Bath 3 „� , l N 21 0 `r 8'-O" GL6. N G O I 5auw- - 2068 zq ul 3 �' - I KNEE I iSLAV!)"2 -0 _LAV. Ii I� SPACE N ❑ N z i - H _ I O CV _ 3080 v _ I N I LOW WALL +34 1/2° - K 26 3❑ IN I GOUNTERTOP 2468 - - L i I L ` � _ J',� +36 oo = 8'-4" 3'-7"2 _�2 O - in o ----&x6YA, Hy- �r HVAC DECK000 � `/L LSL13ABOVE o EEO _LOI�-I3I miliillml W.G. >< -`V2 7'-O" 4 -0Y2 - _ III 8'-0" GL6.--'`-___=_____'� --� Kitchen B 1 .IUW- q'-4" GLG 2880 _ Oil d 5.2Uw- 11 II' -11" 3'-7" I' -I" 5'-7" q O� 0 Hw-----H_.G ----------- , der O.H.G. O O.H.G. � I N q -4" GLG 18 - m O III = 14 N N I I � O IIII 'IIII' Bedroom 2 -O" GL6. N I N N 8 IIII D _ dill - Ill 5.IUw- m 2468 II I l - _ CPT. H.5.B h 2 2 r r _ Ca Ga a e g q`-4" GL6. u> LAV. LAV. m �,° .O I'll N I = Hill c0 5 O 25------ 1z -----N I' ------------------ 2_0 I P i I 'I -NI N i 2668 I dJ I dJ W.I.C. � W.I.C.I Bedroom r m 00 3 ISI 8 0 - - I GL6. i 8 O GL6. 8'-0" GLG. :2:5r---- 160-70 5 16070 OGD II _ F4-11-\ 41 00 i I I i 2 50 5H 5.2Uw- 2 10'-2" 121-0115.2uw- 2, Main Floor Plan 6'_2" 6'_2" Uppe r Floor Plan 22'_2" O 2' 4' 8' 51-211 12'-4" 4'-8" p 21 41 81 or 22 4 1/4" = 1'-0" AT 22x34 1/4" = I' -O" AT 2204 1/6" = 1'-0" AT IIxl7 22'-2" 2 EIIIIIIIIIIIIIIN = 1'-0" AT IIxI7 SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR 770 UPPER FLOOR 12153 SUNOTAL 2063 GARAGE 458 PORCH "I LANAI 153 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR OTAL 2623 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 6 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR d wzw c nz� BARRIER. REFER TO STRUCTURAL OR, ENGINEERING DRAWINGS, TYP.�a NINDOW5: w Q A. ALL WINDOWS 5HALL COMPLY WITH c zm MINIMUM 5TANDARD5 OUTLINED IN p oo� APPLICABLE RE5. GHEGK5. cf) 4 B. WINDOW 5UPPLIER TO VERIFY AT LEAST ui w Mz ONE WINDOW IN ALL BEDROOMS TO HAVE A 4 �y� CLEAR EGRE55 OPENING OF 5.150. FT. C� WITH MIN. DIMENSION OF 24" IN HEIGHT AND w sU= 20" IN WIDTH; 51LL HE16HT NOT GREATER N W w THAN 44" ABOVE FLOOR. N o G. TYPICAL WINDOW HEAD HE16HT: 8'-1 A.F.F ® q'-4" PLATE HEIGHT 7'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. EELEGTR16AL: ' ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 ARE SUBJECT TO lift RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 8 EXHA05T FAN5. 6, 6EMENTITIOU5 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 5TUD5 UNLE55 OTHERWISE NOTED. H, M. ALL ANGLED PARTITIONS ARE 45 DEGREE5 UNLE55 OTHERWISE NOTED. 'E FLOOR PLAN NOTES p Illi// ❑ THE FOLLOWING KEYNOTES REFERENCE THE # 5YMBOL5 A5 5HOWN ON PLANS: ®�.••®®® ®�®ice I. IF RAILING /GUARDRAIL 15 CO P ALL ••'� RAILING / GUARDRAIL BALU5TER5 TO914 " W 5PAGED 5UGH THAT A 4" SPHERE CANNOT cui= u� PA55 BETWEEN BALUSTERS. �. . IT:nic CIIJv RAILING/HANDRAIL5 ARE TO BE AT A 34" - cc MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH®', > • "� ��° o4 RETURNS PER LOCAL CODE. RAILING AT°s�/�f ••••®• `moo M GUARDRAIL L06ATION5 TO BE AT 42" MINIMUM A.F.F. OPT. RAILING. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 3. (2014 FRG SECTION 311) FOR STAIR REQ. 4. SLOPE C6ARA6E FLOOR I/8" PER FOOT O TOWARD OVERHEAD 6ARA6E DOOR OPENING. 5. FIREPLACE, A5 5PEGIFIE9 BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL FACTORY BUILT FIREPLAGE5 SHALL COMPLY WITH LOCAL GODES 6. 2X4 LOW WALL 30"A.F.F. 7. 51NK W/ 6ARBA6E D15PO5AL 8. DI5HNA5HER O q. RANGE 10. GOOK TOP 11. OVEN _ .. N 12. REFRIGERATOR 5PAGE. 13. PANTRY (5) 16" D. 5HELVE5 N 14. PEDESTAL SINK ti 15. 42" X 72" GARDEN TUB f� �- 16. TILED 5HOWER W/ 6LA55 ENGLO5URE, PER BUILDER SPEC. j O 11. 42"x60" TUB O MN � I8. 32" X 60" TUB/SHOWER _ M " Iq. LINEN 5HELVE5 co 20. WASHER 5PAGE LL_ 21. DRYER, VENT c- 22. OPTIONAL LAUNDRY SINK. :3 23. PROVIDE NON-GOMB05TI13LE PLATFORM 0� ELEVATED 18" ABOVE 6ARA6E FLOOR FOR : ELECTRIC WATER HEATER. � "� - 24. HAN50N BOX Fm V_ Q_ 25. 5HELVING PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.0). 27. ATTIC AGGE55 W/ STAIRS (22 1/2"x54" U.N.0). 28. GYPSUM BOARD OPENING (5EE INTERIOR 3 ELEVATION5) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR 36. ELEVATION5) www.bsbdesign.com 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.0) 100 Main St. Suite 209 38. W/ MDF GAP. Safety Harbor, Florida 34695 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR ,! HEIGHTS ARCHITECTURAL DETAILS FOR 40. FIN15H. 32. PLANT SHELF, 5EE EXTERIOR ELEVATION5. JOB NO: 02J14020 PROJ MGR: JF 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB 43. WALL WITH RAILING ABOVE. FLOOR PLAN 44. 36"H. OPEN WOOD RAILING. D E S I G N 4. PORCH RAIL, 5EE ELEVATION. 35. 36"x36" CONCRETE 5TOOP. 36. 6x8 BEAM. www.bsbdesign.com 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 38. OPTIONAL GABINET5. Safety Harbor, Florida 34695 3q. OPTIONAL COFFERED 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. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTE5 5EE GENERAL NOTE5 WILLOW - LEFT ON TITLE 5HEET 8 DETAIL5. 46. 18" X 36" X 2" ART NICHE 47. HORIZONTAL LAUNDRY CHUTE Lot 131 48. LOW HALL +42" A.F.F. Willow - PI n 2059 4q. 6YP5UM BOARD ARCH @ 8'-O" TO Traditional Elevation 50. LOW WALL 32i" A.F.F. 51 30" AFF COUNTER W/ DIAGONAL PPLO WALL GLEAT5, PER BUILDER 5PE Z■ 1 U W L 52. 60"X60" 6ARDEN TUB ` 4 Npo'lD Rrr\nE�'� #15-2802 ?x`2807 011il NIF -11111nill 1-118ro 0 111 11 evation ASSEMBLIES: w di A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GONSTRUGTION: FINISH FLOORING ON 3/4" TON6UE $ GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL c c EN6INEERIN6 DRAWIN65, TYP. c WINDOWS: c A. ALL WINDOWS SHALL COMPLY WITH c MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST F ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. � WITH MIN. DIMENSION OF 24" IN HEIGHT AND L 20" IN WIDTH; SILL HE16HT NOT GREATER c THAN 44" ABOVE FLOOR. c G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F m 8'-1" PLATE HEI6HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITIONS; CONTRACTOR TO VERIFY. F. HVAG PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ EXHAUST FANS. 6. GEMENTITIOU5 FINISH INSTALL PER LOGAL GODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLESS OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLESS OTHERWI5E NOTED. EXTERIOR ELEVATION LEGEND THE FOLLOWING KEYNOTES REFERENGE TH SYMBOLS AS 5HOWN ON P S: 1. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FASCIA bill 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJEGTED GEMENT PLASTER FINISH. 1. 2"X I" PROJEGTED TRIM BAND ®®a 8. 4"X I" PROJEGTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10, 8"X I" PROJECTED TRIM BAND II. I2"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. 5IMULATED STONE SILL CAP 15. THIN SET BRIGK SOLDIER HEADER. I6. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE I8. DEGORATIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. I8"X48" SHUTTER (ARCH TOP WHERE SHOW. 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARGH TOP WHERE SHOWN) 23. I8"X72" SHUTTER (ARGH TOP WHERE SHOWN) 24. DEGORATIVE LOUVER (ARGH TDP WHERE SHOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DEGORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. I2"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. W DIAMETER FAUX CLAY PIPES. 31. I/2" PAINTED REVEAL 32. I2"X 48" DEGORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE GOLUMN I/2" HARDI FINISH (FINISHED 51ZE AS NOTED, REFERENGE 5TRUGTURAL PLANS FOR LOAD BEARING COLUMNS). 35. I2"XI" PROJEGTED KEYSTONE 36. 8"XI" PROJEGTED KEYSTONE 31. 6"XI" PROJEGTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING AS 5PEGIFIED BY BUILDER 40. SHAKE 5I0IN6 41. 12"X (90" DECORATIVE SHUTTER U) z O W WAV/ 2 W _-�z_ ME5 U koo ao¢ boa Z w5a .=0 0 Z2 m Nao sO= d 40 W� N W - W O Um oil Ex, lip co fs `�, N cz y ®vo b 0 Lm Lm0 O O Lm N � N ti O 00 J N 0 M N C0 CU LL O c Cts (1) C6 .0 r BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 1OB NO: 02J14020 PROJ MGR: JF )RAWN: ST, SR CHECKED: -- FRONT 4 REAR ELEVATIONS LOT 126-131 ,3UILo/ 7 S�IvFo,,d A3.1 B=6 #15-2802 #15-2807 w di Um oil Ex, lip co fs `�, N cz y ®vo b 0 Lm Lm0 O O Lm N � N ti O 00 J N 0 M N C0 CU LL O c Cts (1) C6 .0 r BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 1OB NO: 02J14020 PROJ MGR: JF )RAWN: ST, SR CHECKED: -- FRONT 4 REAR ELEVATIONS LOT 126-131 ,3UILo/ 7 S�IvFo,,d A3.1 B=6 #15-2802 #15-2807 Traditional Elevation- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: SHINGLE OR CONGRETE 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 4 6ROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. NINDON5: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RE5. GHEGK5. B. NINDON SUPPLIER TO VERIFY AT LEAST ONE NINDON IN ALL BEDROOM5 TO HAVE A GLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN NIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL NINDON HEAD HEIGHT: 8'-0" AFF @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ S' -I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: 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, 4 EXHAUST FAN5. 6. GEMENTITIOU5 FINISH INSTALL PER LOCAL GODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE5REE5 UNLE55 OTHERN15E NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLONIN6 KEYNOTE5 REFERENCE THE 5YMBOL5 A5 SHOWN ON PLANS: I. ROOF PER BUILDER 5P 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FASCIA 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" PROJEGTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11. 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN 5ET BRIGK SOLDIER HEADER. I6. 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 5HONN). 21. 24" X 48" SHUTTER 22. I S"X60" 5HUTTER (ARGH TOP WHERE 5HONN) 23. 18"XII 5HUTTER (ARGH TOP WHERE 5HONN) 24. DECORATIVE LOUVER (ARGH TOP WHERE 5HONN) 25. 36" H16H PONDER COATED ALUMINUM RAILING. 26. DECORATIVE PONDER COATED ALUMINUM 6RILLE. 21. 8"X8" 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 5HUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34, DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLAN5 FOR LOAD BEARIN6 GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJEGTED KEYSTONE 3q. 6" GEMENT 510IN6 A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER �r wzN w r O u7 Z� Zs 04 awoa o z 0U VI Wim= (a Woo c QL0 V 000000,0 ® 01 w:: _ nYCOD ° gas- co r►rrin �� 0 Lm LmO O O , N N •F3 ti ti i�- LO N � O O JO N a7 - M � ca J O U FM �- 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: -- 51DE ELEVAT10N5 LOT 126-131 13U1Q) A3m2B=6 N� Oh'® A�RTME�� 5 2802 # 75-287 u7 awoa o z Wim= ami 0 Q W W LL o �g< w qua aQ� N ow Woo c QL0 V 000000,0 ® 01 w:: _ nYCOD ° gas- co r►rrin �� 0 Lm LmO O O , N N •F3 ti ti i�- LO N � O O JO N a7 - M � ca J O U FM �- 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: -- 51DE ELEVAT10N5 LOT 126-131 13U1Q) A3m2B=6 N� Oh'® A�RTME�� 5 2802 # 75-287 12 6 V �I 6 FRONT 51DE : UPPER PLATE .* •l �♦ NDN H.H. 3 ��•�.�� 22 rrrrrrrrrrrr��rrrrrr�r• - - UPPER PLATE - NON N.H. 12 7I 7E] �•�..............�•• a� O _I - 7 F5■ i- "r c� .rr rr rrrrr� ■ q ♦ ♦� + UPPER FLOOR II .*♦ .*41, FRONT SIDE ♦� MAIN PLATE 12 *am rrrrrrrrrrrrrrwoo ♦ 4�/ UPPER FLOOR L ♦ _ " I 612 SLOPE Oj ♦ 612 SLOPE WON H.H. 0 - - MAIN PLATE •.. r.�♦ NDN H.H. � O o � �o 5 MAIN FLOOR MAIN FLOOR _ Front Elevation - 0 2' 41 g' 1/4" = 1'-0" AT 2204 I/all = 1'-0" AT IIxI1 12 ••rrrrrrrrrrrrrrr..•• 12 6:12 5LOPE ❑I 3.. : 6 i FRONT 510E i 4 12 121 �. 12 6:12 5LOPE ❑I �� UPPER PLATE Jilt - 12 6 6:12 SLOPE 0 12 6 Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8 = 1'-0" AT IIxI1 UPPER FLOOR 6 17 �� II 4:12 5LOPE 10 010 MAIN PLATE 4 �� • �� - ■ ■ 18, ♦•� NDN H.H. �....� ' • -_ 17 I -H n R *0. .••�rrrrrrrrr�r�rrrrrrrrrrrrrr�•' POINT GUT 6x6 OIxb NIrl-411 i 12 ■ ■ 6 j Ix1 FRONT 51DE *** � •.�rrrrrrrrrrrrrrrrrrr.r.r�r• �,0 - - - TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER GOMMUNTY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRU6TURAL ENGINEERING DRANIN65, TYP. NINDON5: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW 1N ALL BEDROOM5 TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 6-0" A.F.F © q'-4" PLATE HE16HT (U.N.0) 1'-0 A.F.F ® 8'-1" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, $ 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 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERNI5E NOTED. EXTERIOR ELEVATION LEGEND ❑# THE FOLLONIN6 KEYNOTES ENGE THE 5YMBOL5 A5 5HONN ON PLAN5: I. ROOF PER BUILDER 5PEG5.` 2. METAL ROOFIN6 SYSTEM. 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 S. 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 SAND 13. 51MULATED STONE VENEER. 14. SIMULATED 5TONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE I8. DECORATIVE BRACKET PER PROFILE Iq. b" 51MULATED WOOD HEADER 20. 18"X48," 5HUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 4b" 5HUTTER 22. I b"X60" 5HUTTER (ARCH TOP WHERE SHOWN) 23. Ib"X72" 5HUTTER (ARCH TOP WHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" H16H PONDER COATED ALUMINUM RAILIN6. 26. DECORATIVE PONDER COATED ALUMINUM GRILLE. 21. &"X8" MEDALLION 28. IS" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY N/ QUATREFOIL 5URROUND 30. b" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 4b" DECORATIVE 5HUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. b"XI" PROJECTED KEY5TONE 31. (9"XI" PROJECTED KEY5TONE 3b. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. 5HAKE 510IN6 41. 12"X 60" DECORATIVE 5HUTTER Traditional Elevati d 1� w=w 0 Z�W O CN �za Qi O O O V 2 OOWQ M �N IUD J � c- C:� aoN O ) � cu Km2 Z .LO O CO amo O "Fa O's U) W Wiz W W J Q a M w zg_� '0 a¢u� U) 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: -- EXTERIOR ELEVATION5 TRADITIONAL ELEVATION NILLON RIGHT Lot 126 Willow - Plan 2059 S�� '��; 3.1 UW=R OA CSA q�7ME�� #15-2802 15'207 1� 0 O CN O O O CQ ti M �N J � c- C:� ) � cu L .LO O CO 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: -- EXTERIOR ELEVATION5 TRADITIONAL ELEVATION NILLON RIGHT Lot 126 Willow - Plan 2059 S�� '��; 3.1 UW=R OA CSA q�7ME�� #15-2802 15'207 6:12 5LOPE ❑1 I I I 3 I I 8 (TYP) El . - a � I 1 I 3:12 5LOPE 3:12 5LOPE 0 I q I UPPER PLATE 0 I r - UPPER FLOOR II 8 I I/ S I I• I h/ � I h NON H.H. Rear Elevation - 0 2' 41 8' 1/4" = 1'-0 AT 2204 1/8" = 1'-0" AT IIxl1 1 I'I I 1 MAIN FLOOR I TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FIN15H FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHEGKS. B. WINDOW 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 NIOTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HE16HT: 81-0" A.F.F @ q'-411 PLATE HEI6HT (U.N.O.) 1'-0" A.F.F @ 8'-I° PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH IN5TALL 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 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 0E6REE5 UNLE55 OTHERNI5E NOTED. EXTERIOR ELEVATION LEGEND FTHE FOLLOWING KE OTE5 REFERENCE THE SYMBOLS A5 5HONN N5 I. ROOF PER BUILDER SPEG 2. METAL ROOFIN6 5Y5TEM.. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJEGTED TRIM BAND 8. 411X I" PROJECTED TRIM BAND q. 611X I" PROJEGTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND 11, I2"X I" PROJEGTED TRIM BAND 12. 61` FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16, DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE I8. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 1811X481' 5HUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 4811 5HUTTER 22. 18''X6011 5HUTTER (ARCH TOP WHERE 5HONN) 23. 1811X121' SHUTTER (ARCH TOP WHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" H16H PONDER COATED ALUMINUM RAILING. 26. DECORATIVE PONDER COATED ALUMINUM GRILLE. 21. 811X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"1 TILE INLAY N/ QUATREFOIL SURROUND 30. 811 DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 4811 DECORATIVE SHUTTER 33. 1211X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 5IZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 1211X111 PROJECTED KEYSTONE 36. 811X111 PROJEGTED KEYSTONE 31. 6''X111 PROJECTED KEYSTONE 38. 4"X111 PROJECTED KEY5TONE 3q. 611 GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X (90" DECORATIVE SHUTTER 0" N POINT GUT d� 4x4 0, 000" a 1 r ja � O Z;5 Z5 N 0 CIO COD ®� p • ®®� ®�� ®ppb' P1 i�Ty �i 1111 ua duo 6:12 SLOPE RI i �_ a V) N4x4 Ixb i a G z 02 ami O o0 C/4 ��• FRONT SIDE .� .0'0 18 I *4 W .� 0 40000000000000 4 LL Aga 12 �� I2 12 % 6:12 5LOPE ❑1 I I I 3 I I 8 (TYP) El . - a � I 1 I 3:12 5LOPE 3:12 5LOPE 0 I q I UPPER PLATE 0 I r - UPPER FLOOR II 8 I I/ S I I• I h/ � I h NON H.H. Rear Elevation - 0 2' 41 8' 1/4" = 1'-0 AT 2204 1/8" = 1'-0" AT IIxl1 1 I'I I 1 MAIN FLOOR I TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FIN15H FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHEGKS. B. WINDOW 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 NIOTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HE16HT: 81-0" A.F.F @ q'-411 PLATE HEI6HT (U.N.O.) 1'-0" A.F.F @ 8'-I° PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH IN5TALL 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 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 0E6REE5 UNLE55 OTHERNI5E NOTED. EXTERIOR ELEVATION LEGEND FTHE FOLLOWING KE OTE5 REFERENCE THE SYMBOLS A5 5HONN N5 I. ROOF PER BUILDER SPEG 2. METAL ROOFIN6 5Y5TEM.. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJEGTED TRIM BAND 8. 411X I" PROJECTED TRIM BAND q. 611X I" PROJEGTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND 11, I2"X I" PROJEGTED TRIM BAND 12. 61` FRIEZE BAND 13. SIMULATED STONE VENEER. 14. SIMULATED STONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16, DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE I8. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 1811X481' 5HUTTER (ARCH TOP WHERE 5HONN). 21. 24" X 4811 5HUTTER 22. 18''X6011 5HUTTER (ARCH TOP WHERE 5HONN) 23. 1811X121' SHUTTER (ARCH TOP WHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" H16H PONDER COATED ALUMINUM RAILING. 26. DECORATIVE PONDER COATED ALUMINUM GRILLE. 21. 811X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"1 TILE INLAY N/ QUATREFOIL SURROUND 30. 811 DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 4811 DECORATIVE SHUTTER 33. 1211X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 5IZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 1211X111 PROJECTED KEYSTONE 36. 811X111 PROJEGTED KEYSTONE 31. 6''X111 PROJECTED KEYSTONE 38. 4"X111 PROJECTED KEY5TONE 3q. 611 GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X (90" DECORATIVE SHUTTER ti O O O N .a)CN Lm cj) 1�- C �.7 O O Jr-- N - M (0 - _I O ) cu UcuLO CUr - - - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 e JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION REDWOOD - R16HT Lot 127 Trnrlitinnni Flim-untinnRedwood -Plan 1943 tic Sa�®� 3ml A�R71v1�-�� #15-2802 #152 8Q7 0" N f'ezw d� 0, 000" a r ja � O Z;5 Z5 N 0 CIO COD ®� p • ®®� ®�� ®ppb' P1 i�Ty �i 1111 ua duo a V) a G z 02 ami O o0 C/4 a W W LL Aga % a Z- a�� N a O aa� N ti O O O N .a)CN Lm cj) 1�- C �.7 O O Jr-- N - M (0 - _I O ) cu UcuLO CUr - - - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 e JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION REDWOOD - R16HT Lot 127 Trnrlitinnni Flim-untinnRedwood -Plan 1943 tic Sa�®� 3ml A�R71v1�-�� #15-2802 #152 8Q7 0" N 0, 000" r ja � O p - N 0 CIO COD ®� p • ®®� ®�� ®ppb' P1 i�Ty �i 1111 ti O O O N .a)CN Lm cj) 1�- C �.7 O O Jr-- N - M (0 - _I O ) cu UcuLO CUr - - - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 e JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION REDWOOD - R16HT Lot 127 Trnrlitinnni Flim-untinnRedwood -Plan 1943 tic Sa�®� 3ml A�R71v1�-�� #15-2802 #152 8Q7 i POINT GUT b:12 SLOPE 4 � x4 0� ■ i Ixb ♦�,�� \4x4 i ■ ♦ ■U L ■ 16 000 00 4 ♦ ♦ 0♦♦ 12 FRONT 51DE 12 12 6. , ��r..rrrrrrrrrrrrrrrrrrM♦♦ UPPER PLATE 3 •OMEN wwwwwommillSLOPE UPPER PLATE 7 � • � �- WDW H.H. M WDW H.H. L�- - ■ 2' 10 = 8 d� O m ■ ■ ' - I(TYP)LLL] . 34 12 ■ cl ■ [0 6:I2 5LOPE F5] 10 1" 1 1'-0" �V UPPER FLOOR iJ4i i UPPER FLOOR MAIN PLATE q II. 1,-2„ I ; q 3:12 5LOPE _ ■ cl ■ MAIN PLATE ■ r WDW H.H. ■ -1 ■ WDW H.H. ir Rear Elevation O 2' 4' g' I I/4 = I' -D" AT 2204 = Il AT 11xl1 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: FINISH FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUCTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRU6TION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 7'-O" A.F.F @ 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 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. GEMENTITIOU5 FINISH 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 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 0E6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 A5 5HO751�"E N5: I. ROOF PER BUILD2. METAL ROOFING3. IX6ALUMINUM W561A 4. IX6 ALUMINUM WKE 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLA5TER FINISH. 7. 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. SIMULATED 5TONE VENEER. 14. 51MULATED 5TONE 51LL GAP 15. THIN 5ET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 17. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" SHUTTER 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. IS"X72" 5HUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HOWN) 25. 36" HIGH POWDER COATED ALUMINUM RAILIN6. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 27. 5'l MEDALLION 28. IS" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36 DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARIN6 GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI PROJECTED KEY5TONE 37. 6"X1" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT 510IN6 A5 5PEGIFIED BY BUILDER 40. 5HAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER 0' Loll 0 I 'I ®��r�,rtr�rt►rrrr® �.` a r4�i CSD 9 cv L 0 - O 2 (1) CV tV Lm �� O O Ca ti O J O - M N cu CU O cn cu v- .� O CL NONE �I II I, I IIMYI tYl!6��d 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 BIRCH - LEFT Lot 128 Traditional El V Birch -Plan 1832 e anon ��,Lo �1qA(l All U x#15-2802 #1'5-2807 W = � r zap N oas a a Ooz awa O a �m= z am 0OQ ui w a o= D Zr'" W zoo Qua a¢t=n N N wow �IP ONE 0' Loll 0 I 'I ®��r�,rtr�rt►rrrr® �.` a r4�i CSD 9 cv L 0 - O 2 (1) CV tV Lm �� O O Ca ti O J O - M N cu CU O cn cu v- .� O CL NONE �I II I, I IIMYI tYl!6��d 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 BIRCH - LEFT Lot 128 Traditional El V Birch -Plan 1832 e anon ��,Lo �1qA(l All U x#15-2802 #1'5-2807 $$ www .��wrwwwwrwwwwwwwwwww�w�o*=wwwwwwwwNNW wa, ' I ♦� r POINT GUT 4x4 T I •♦ ' 1 6:12 SLOPE ■ r I I ■ r- i- ct'> ■ ■ r I I8 I ■ - r ■ r r ■ 3.. 1 Ixb ; I 4 i r r 12 ♦ FRONT 51DE 4x4 J *#*♦♦ 12 **_wwwMwwwwwNip won moo ■ Ix6 1'-0., I♦♦♦ 6 ova■ ♦i FRONT 51DE �• I �12�'��♦ ♦♦ 3 r V r ♦�*4wwm=wwmwwwwawwwwwnw�NO�♦ 6 j �wwwwwwwwwwww� ♦'�Mo•♦ 12 ■ ..��r.w w♦♦' PPER PLATE ■ ♦ ♦ - - * WON H.H. � r r r r r -1E± E± 21 r r ■ q r r O � `p ■ ■ 34 q r ■ 12"xQ.. r q IIS I,_O„ I" i r r 10 I I i r ■ UPPER FLOOR i ■ r q - Cl i ♦ �� MAIN PLATE ■ ■ 17 r 7 r GOLUMN DETAIL <r : 32 ♦ • WDW H.H. q 5 - : o � O� MAIN FLOOR TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TON6UE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. HINDOW5: A. ALL WINDOW5 SHALL GOMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.1 50. FT. WITH MIN. DIMENSION OF 24" IN HE16HT AND 20" IN WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F @ W-4" PLATE HEIGHT (U.N.0) 7'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT it METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, ff EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOGAL GORE. H. DIMENSIONS ARE TO THE FADE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 OE6REE5 UNLE55 OTHERN15E NOTED. EXTERIOR ELEVATION I 6:12 SLOPE U I LEGEND THE FOLLOWIN6 KEYNOTES REFERENGE THE SYMBOLS AS 5HOWN ON PLANS. 1. ROOF PER BUIL PEG5. 2. METAL ROOFING 5Y5 w ._ 3. IX6 ALUMINUM WRAPPED FA5CIA 4. IX6 ALUMINUM WRAPPED RAKE �. 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLASTER FINISH. 1. 2"X I" PROJECTED TRIM BAND -UPPER PLATE _ _ _ _ 8. 4"X I" PROJECTED TRIM BAND WDW H.Hq. 6"X I" PROJECTED TRIM BAND _ r I I 10. 8"X I" PROJECTED TRIM BAND 3 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 8 14. 51MULATED STONE SILL GAP (TYP.) 15. THIN SET BRICK SOLDIER HEADER. Ll 16. DECORATIVE TRIM PER PROFILE [�Lj 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE r WILD11_ SANFORD Traditional Elevation 20. 18"X46' SHUTTER( ARCH TOP WHERE SHOWN). UPPER FLOOR r - I - - 21. " " SHUTTER 24 X 48 3:12 SLOPE �I q 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) _ MAIN PLATE N - - -23. 18"X12" SHUTTER (ARCH TOP WHERE SHOWN) _ 24. DECORATIVE LOUVER (ARCH TOi' WHERE WDW H.H. O I 5HOWN) z n O ow¢ 25. 36" H16H PONDER COATED ALUMINUM ao O z RAILIN6. am= <m, 0 I 26. DEGORATIVE POWDER GOATED ALUMINUM 0 FOS cn a Q 1 > GRILLE. W 21. 8"X8" MEDALLION a cc _0 G MEDALLIONTER .. o z- "" iW zoo 2q. E INLAY N1 QUATREFOIL 12"XI2"TIL aoa a40 N SURROUND 30. 8" DIAMETER FAUX CLAY PIPES. L 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER MAIN FLOOR 33. 12"X 36" DEGORATIVE SHUTTER - - - - -34. DEGORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE AS NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). Rear Elevation I 35.12 "XIS" PROJECTED KEYSTONE 36. 8 XI PROJECTED KEYSTONE O 2' 4' 8' 37, 6"XI" PROJEGTED KEYSTONE I/4" = I' -O" AT 2 2x 2x34 38. 4"XI" PROJECTED KEYSTONE I 3q. 6 GEMENT 5101%A5 SPECIFIED BY I/8" = 1'-O" AT BUILDER 40. SHAKE 51DIN6 41. 12"X 60" DECORATIVE SHUTTER WILD11_ SANFORD Traditional Elevation U) I� Lm O O Lm CV ti ti O O C OJ -- M CU _._I � O to CJS C r w j_ - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JB NO: 02J14020 PROJ MGR: JF RAWN: ST, SR CHECKED: :XTERIOR ELEVATIONS RADITIONAL ELEVATION ;IRGH - R16HT Lot 129 Birch - Plan 1832 3.1 UB=R #15 2802 # 5 2807 �z' r z��O �z_ N O z n O ow¢ LO ao O z am= <m, 0 0 FOS cn a Q IJ.I > W w�a a cc _0 G o z- "" iW zoo aoa a40 N L U) I� Lm O O Lm CV ti ti O O C OJ -- M CU _._I � O to CJS C r w j_ - BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JB NO: 02J14020 PROJ MGR: JF RAWN: ST, SR CHECKED: :XTERIOR ELEVATIONS RADITIONAL ELEVATION ;IRGH - R16HT Lot 129 Birch - Plan 1832 3.1 UB=R #15 2802 # 5 2807 O "r - UPPER PLATE UPPER FLOOR MAIN PLATE NDN H.H. MAIN FLOOR 1 I 0 6:12 5LOPE f i I E (IYP) 8 ❑5 I 3:12 SLOPE 3:12 5LOPE LD� T r, 0 Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR GONCRETE 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" TONGUE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. NINDON5: A. ALL NINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. NINDON 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" 1N HE16HT AND 20" IN WIDTH; 51LL HE16HT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPIGAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 11-0" A.F.F e bl-111 PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 0 DRYER VENT, HOOD VENT, $ EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN510N5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEOREE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND THE FOLLONINC7KEYNOTE, RENO THE 5YMBOL5 A5 5HONN ON PLAN5: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING SYSTEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FIN15H. 6. PROJEGTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJEGTED TRIM BAND 8. 4"X I" PROJECTED TRIM BAND q. 6"X I" PROJEGTED TRIM BAND 10. 8"X I" PROJEGTED TRIM BAND IL 12"X I" PROJEGTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 51MULATED STONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16: DECORATIVE TRIM PER PROFILE 11 DECORATIVE CORBEL PER PROFILE 18. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP INHERE 5HONN). 21. 24" X 48" 5HUTTER 22. 18"X60" 5HUTTER (ARCH TOP INHERE 5HONN) 23. IS"X72" SHUTTER (ARCH TDP NHERE 5HONN) 24. DEGORATIVE LOUVER (ARCH TOP INHERE 5HONN) 25. 36" H16H POWDER GOATEE) ALUMINUM RAILING. 26. DECORATIVE PONDER GOATED ALUMINUM 6RILLE. 2-7. 8"X8" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY IN/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX GLAY PIPES. 31. I/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINI5HED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARIN6 GOLUMN5). 35. 12"XI" PROJEGTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJEGTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. 5HAKE 501% 41. 12"X 60" DECORATIVE 5HUTTER �.O1Mt 0 SANFORD Traditional Elevation U) z O W Cc WS waw Z� S W'Za UIa1 r80 oma a0N wmr aroma F Q a 13:z W J C °uSru 0-0 3�= dQN offi w ra OWN 0SE >E `rrrr o�►�®p L ®� a . em 0 ea R ®®' r�®®®e• der '�°� � ca e►'rf,�r►rr� •gib � ,off 0 O CV CN c) O co IO O J - ce) N CS7 LJL O Cl) ) � � 1=0v -•CU LO ��II' III olummm IIIIIIIII nuuuuun IIID �� nln�nn 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 REDWOOD - LEFT Lot 130 Redwood - Plan 1943 - 43ml #15-2802 #15-2807 UR=L lid TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: a SHINGLE OR CONCRETE TILE ROOF (STYLE 12 VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER �rwrrr�rr�rrrrrrrrrrr�r• 6 5TRUGTURAL. ••� " I' -I" ♦♦♦ I B. TYPICAL FRAME FLOOR GON5TRUGTION: • ♦ 6:12 5LOPE FINISH FLOORING ON 3/4" TONGUE I$ GROOVE • POINT GUT 4x4 • 12 FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR 1 E• `�••�• 6 I El FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWIN65. •``rr�r••rr I i 12 ❑I 6:12 SLOPE G. 5LAB ON GRADE FLOOR GON5TRUGTION: Ixb '••.,, ixovi IS I 6 MONOLITHIC CONCRETE 5LAB OVER VAPOR r ■ I BARRIER. REFER TO 5TRUGTURAL oa5 ■ \4x:4 ■ rr 6:12 SLOPE cm • ENGINEERING DRAWINGS, TYP. Za ❑j 6:12 5LOPE '• •� 4 I 6:12 SLOPE WINDOWS: �0< -o <12 • • ♦♦ I A. ALL WINDOWS SHALL COMPLY WITH o z Ixb : 12 12 3 ❑ MINIMUM STANDARDS OUTLINED IN poi ♦ FRONT SIDE • 6 6 UPPER PLATE APPLICABLE RES. CHECKS. 0o ♦♦ �• 12 - - - - B. WINDOW SUPPLIER TO VERIFY AT LEAST W w Inz 22 ♦ ♦ .. ONE WINDOW IN ALL BEDROOMS TO HAVE A Q ♦••wrrrrrr�rrrrrrrrrrrwrr� ♦ • 3 I ~ _ �'�'• CLEAR E6RE55 OPENING OF 5.1 5Q. FT. 0 ¢ � WITH MIN. DIMEN510N OF 24 IN HE16HT AND = UPPER PLATE W � a o rrw..............wr• 12 20" IN WIDTH; SILL HEIGHT NOT GREATER (q ow (oil �„ ♦�' „ N w o i r r m ■ ❑ ■■ �� 1 ♦ ♦ FRONT SIDE • '♦♦ _ THAN 44 ABOVE FLOOR. _ � � o 7 G. TYPIGAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® q'-4" PLATE HEIGHT N.N.O.) 1'-0" A.F.F @ 64" PLATE HEIGHT N.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL a _ EQUIPMENT 4 METER5 ARE 5UBJEGT TO - _ UPPERFLOORSk RELOCATION DUE TO FIELD GONDITION5; • ''♦• �0•• '♦ - - - 18 CONTRACTOR TO VERIFY. rwrrrrrrr�rrrrrrwr ♦ II 12 MAIN PLATE F. HVAC: 3 8 . (TYP.1 q 4 ER ♦ UPPER FLOOR PROVIDE BACK DRAFT DAMPERS ®DRY ❑ 6:12 5LOPE ❑ 6:12 SLOPE - ��w r'♦ MAIN PLATE ( q , VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H 17 INSTALL PER LOCAL GORE. ❑ H. DIMENSIONS ARE TO THE FACE OF 5TUD, 5 U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED, M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. EXTERIOR ELEVATION 5 LEGEND _ _ _ MAIN_ FLOOR �# THE FOLLOWING KEYNOTES REFERENCE THE ®; a� e � $ ` k l i e ° i j 4 Q O Im m 5YMBOL5 A5 5HOWN ON PLANS:1. ROOF PER - MAIN FLOOR 2. METAL ROO IIN6 Y5TEM. ��®� •��o��°�" Ilk 3. IX6 ALUMINUM WRAPPED FASGI w A �AM a Rear Elevation 4. IX6 ALUMINUM WRAPPED RAKE �,.. 0 GG t r. rr 5. GEMENT PLASTER FIN15H. l Front Elevation I O 21 4� 8' 141. 6. PROJECTED GEMENT PLASTER FINISH. �, _ „ 7. 2 X I PROJECTED TRIM BAND > , 07 ` O 2' 4' 8' I I/8" _ �'_�" AT AT �xl� 4r ®,` o S. 4"X I PROJECTED TRIM BAND �: _1'-0"i q. (9"X I PROJECTED TRIM BAND 1/4 AT 22x34 10. 6X I PROJECTED TRIM BAND i11! o IIIIIIIIIIIIIIIIIIINI/8" = I'-0" AT IIxl7 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. 51MULATED STONE 51LL GAP 15. THIN 5ET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE ■ 11. DECORATIVE CORBEL PER PROFILE ..rMwurr�rrrrrr�rrrrrrrrrrrwr»�' 12 18. DECORATIVE BRACKET PER PROFILE L 12 6 •..r l r r r r r r r w r•♦♦ 20. 18"X48 "5HUTTER (ARCH TOP WHERE SHOWN). POINT GUT 6x6 6 O ♦� 21. 24" X 48" 5HUTTER O 1 I I 1 22. 18"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) ■ ■ i = _ = i 23. 18"X72" SHUTTER (ARCH TOP WHERE HOWN) O 12 r- m ; 24. DECORATIVE LOUVER (ARCH TOP WHERE N ■ ■ 51 6:12 SLOPE 5HOWN) Ixb 6 ; 25. 36" HI6H POWDER COATED ALUMINUM }' CN N 6x6 I2 12 12 4 i ♦ FRONT SIDE . i 26. DECORATIVE POWDER COATED ALUMINUM Imo- ti ■ ■ ••�rrrrrrrrrrrrrr�r� GRILLE c) O j Ixb 11-4" j 6 ♦ • 6 6 12 �� 2l. 8"X8" MEDALLION = L0 �, ♦ • �� 28. IS DIAMETER MEDALLION O J Cq ♦' FRONT SIDE A• �# 2q. 12"XI2" TILE INLAY W/ QUATREFOIL = M ♦rr,.r......rrrrrr.......r.wrr� ♦ ♦ # ❑I 6:12 SLOPE SURROUND C6 J ♦♦ �� 30. 8" DIAMETER FAUX CLAY PIPE5. = LL p ♦♦ 3 31. 1/2" PAINTED REVEAL d' - - - ♦♦♦♦ 5 �•• 3 UPPER PLATE 32. 12"X 48" DECORATIVE SHUTTER p ♦ ♦ 33. 12"X 36" DECORATIVE SHUTTER cc (!) Ca ♦♦ �� 34. DECORATIVE COLUMN 1/2" HARDI FINIH ♦'♦' ..•� (FINI5HED 51ZE A5 NOTED, REFERENCE LO ♦♦ ❑ ♦ 8 (TYP) 5TRUGTURAL PLAN5 FOR LOAD BEARING ♦♦*41 GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEYSTONE , ♦♦♦♦ ...#� 31. 6"XI" PROJECTED KEYSTONE 38 4"XI" PROJECTED KEY5TONE w ♦♦♦ �•� .3q. 6" GEMENT SIDING A5 5PEGIFIED BY w ��♦ 12 II BUILDER ♦+♦ 4:12 SLOPE �� ♦�♦ II .�� I f . 6 UPPER FLOOR 40. SHAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER n, - - - q ♦♦♦�' 18. ♦ ♦ 4 MAIN PLATE NiNe ♦♦♦ I•• k 1. Left Side Elevation - 0 2' 4' 8' I/4" = 1'-0" AT 2204 I/8" = I' -O" AT IIxI1 MAW CI nnD Traditional Eleva____ 3ml »,5-282 #,5-28 0, ILD/ SANFORD RTM�� tion BB DESIGN www,bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION WILLOW - LEFT Lot 131 Willow - Plan 2059 UW=L son son M INE In on on _ THAN 44 ABOVE FLOOR. _ � � o 7 G. TYPIGAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® q'-4" PLATE HEIGHT N.N.O.) 1'-0" A.F.F @ 64" PLATE HEIGHT N.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL a _ EQUIPMENT 4 METER5 ARE 5UBJEGT TO - _ UPPERFLOORSk RELOCATION DUE TO FIELD GONDITION5; • ''♦• �0•• '♦ - - - 18 CONTRACTOR TO VERIFY. rwrrrrrrr�rrrrrrwr ♦ II 12 MAIN PLATE F. HVAC: 3 8 . (TYP.1 q 4 ER ♦ UPPER FLOOR PROVIDE BACK DRAFT DAMPERS ®DRY ❑ 6:12 5LOPE ❑ 6:12 SLOPE - ��w r'♦ MAIN PLATE ( q , VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H 17 INSTALL PER LOCAL GORE. ❑ H. DIMENSIONS ARE TO THE FACE OF 5TUD, 5 U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED, M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. EXTERIOR ELEVATION 5 LEGEND _ _ _ MAIN_ FLOOR �# THE FOLLOWING KEYNOTES REFERENCE THE ®; a� e � $ ` k l i e ° i j 4 Q O Im m 5YMBOL5 A5 5HOWN ON PLANS:1. ROOF PER - MAIN FLOOR 2. METAL ROO IIN6 Y5TEM. ��®� •��o��°�" Ilk 3. IX6 ALUMINUM WRAPPED FASGI w A �AM a Rear Elevation 4. IX6 ALUMINUM WRAPPED RAKE �,.. 0 GG t r. rr 5. GEMENT PLASTER FIN15H. l Front Elevation I O 21 4� 8' 141. 6. PROJECTED GEMENT PLASTER FINISH. �, _ „ 7. 2 X I PROJECTED TRIM BAND > , 07 ` O 2' 4' 8' I I/8" _ �'_�" AT AT �xl� 4r ®,` o S. 4"X I PROJECTED TRIM BAND �: _1'-0"i q. (9"X I PROJECTED TRIM BAND 1/4 AT 22x34 10. 6X I PROJECTED TRIM BAND i11! o IIIIIIIIIIIIIIIIIIINI/8" = I'-0" AT IIxl7 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. SIMULATED STONE VENEER. 14. 51MULATED STONE 51LL GAP 15. THIN 5ET BRICK SOLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE ■ 11. DECORATIVE CORBEL PER PROFILE ..rMwurr�rrrrrr�rrrrrrrrrrrwr»�' 12 18. DECORATIVE BRACKET PER PROFILE L 12 6 •..r l r r r r r r r w r•♦♦ 20. 18"X48 "5HUTTER (ARCH TOP WHERE SHOWN). POINT GUT 6x6 6 O ♦� 21. 24" X 48" 5HUTTER O 1 I I 1 22. 18"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) ■ ■ i = _ = i 23. 18"X72" SHUTTER (ARCH TOP WHERE HOWN) O 12 r- m ; 24. DECORATIVE LOUVER (ARCH TOP WHERE N ■ ■ 51 6:12 SLOPE 5HOWN) Ixb 6 ; 25. 36" HI6H POWDER COATED ALUMINUM }' CN N 6x6 I2 12 12 4 i ♦ FRONT SIDE . i 26. DECORATIVE POWDER COATED ALUMINUM Imo- ti ■ ■ ••�rrrrrrrrrrrrrr�r� GRILLE c) O j Ixb 11-4" j 6 ♦ • 6 6 12 �� 2l. 8"X8" MEDALLION = L0 �, ♦ • �� 28. IS DIAMETER MEDALLION O J Cq ♦' FRONT SIDE A• �# 2q. 12"XI2" TILE INLAY W/ QUATREFOIL = M ♦rr,.r......rrrrrr.......r.wrr� ♦ ♦ # ❑I 6:12 SLOPE SURROUND C6 J ♦♦ �� 30. 8" DIAMETER FAUX CLAY PIPE5. = LL p ♦♦ 3 31. 1/2" PAINTED REVEAL d' - - - ♦♦♦♦ 5 �•• 3 UPPER PLATE 32. 12"X 48" DECORATIVE SHUTTER p ♦ ♦ 33. 12"X 36" DECORATIVE SHUTTER cc (!) Ca ♦♦ �� 34. DECORATIVE COLUMN 1/2" HARDI FINIH ♦'♦' ..•� (FINI5HED 51ZE A5 NOTED, REFERENCE LO ♦♦ ❑ ♦ 8 (TYP) 5TRUGTURAL PLAN5 FOR LOAD BEARING ♦♦*41 GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEYSTONE , ♦♦♦♦ ...#� 31. 6"XI" PROJECTED KEYSTONE 38 4"XI" PROJECTED KEY5TONE w ♦♦♦ �•� .3q. 6" GEMENT SIDING A5 5PEGIFIED BY w ��♦ 12 II BUILDER ♦+♦ 4:12 SLOPE �� ♦�♦ II .�� I f . 6 UPPER FLOOR 40. SHAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER n, - - - q ♦♦♦�' 18. ♦ ♦ 4 MAIN PLATE NiNe ♦♦♦ I•• k 1. Left Side Elevation - 0 2' 4' 8' I/4" = 1'-0" AT 2204 I/8" = I' -O" AT IIxI1 MAW CI nnD Traditional Eleva____ 3ml »,5-282 #,5-28 0, ILD/ SANFORD RTM�� tion BB DESIGN www,bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION WILLOW - LEFT Lot 131 Willow - Plan 2059 UW=L 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: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 8 38.1 SQ.IN. 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 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 4'-0111 . 41_0 II, 4'-0 II 41-0 II O TYP. i _ BALGONY I' LU I %1 yiA N o ,ZOe I / -------------------- - - - -- 6:12 51-0 AREA OF FIRE / RE515TANT ROOF 5HEATHIN6 NO Q; ; '' ✓ PENETRATIONS BIRCH -A I / ,ALLOWED IN TH15 f AREA ATTIC VENTILATION AREA 1: ATTIC AREA: 1151 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 552 SQ. IN PROPOSED VENTILATION: 585.0 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 8 38.1 SQ.IN. 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: I QUAN: AREA: 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 I AREA I y� r' AREA I / 0-0 r a I I06E�1 6:12 ! % r - S = i i1' �� HVAG BELOW HVAG BELOWN00 /t/ N I - �r L N / i fit � (9.12 Q 6.12 � 6.12 _ � SLOPEIS� IS . REDWOOD Lr__ SLOPE 5_or�E I - - - - ---------- ATTIC ------ 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 1 7 38.1 SQ.IN. 266.8 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 1 140.0 SQ.IN. 280.0 SQ. IN 4'-0" 4'-0" Ilk Ilk 4'-0" 4'-0" - x WILLOW ATTIC VENTILATION �n ATTIC AREA: 1 VENT RATIO: 1/30 4'-O" � 4'-O" 647 SQ. IN PROPOSED VENTILATION: 4'-O" � 4'-O.. VENT TYPE MFR: I QUAN: LOT 131 4 -°I' 41-° LOWER 50% ATTIC SPACE: LOT 130 10 38.1 SQ.IN. LOT 129 UPPER 50% ATTIC SPACE: LAMANCO 770D LOT 128 140.0 SQ.IN. 280.0 SQ. IN 1L WILLOW - L REDWOOD - L BIRCH - Al - R BIRCH - A - L ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" Roof -Plan a 0�q o O 4' In AT 22x34 0w< U) I/I6" 11- - I' -O" AT II 17 - x WILLOW ATTIC VENTILATION AREA 1: ATTIC AREA: 1347 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 647 SQ. IN PROPOSED VENTILATION: 661.2 SQ, IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 10 38.1 SQ.IN. 381.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 140.0 SQ.IN. 280.0 SQ. IN LOT 127 REDWOOD- R ELEVATION = +0'-0" 4'-0 II 4'-0 II * LOT 126 WILLOW R ELEVATION = +0'-0" I 1'-0" TYP. O m 511 NOTE: ATTIC AREAS WHICH USE THE 1:300 RATIO HAVE BEEN DESIGNED SO THAT 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED IN THE UPPER PORTION OF THE ATTIC SPACE AND 50% IN THE LOWER PORTION. GENERAL GONTRAGTOR SHALL VERIT=Y THE NET T=REE VENTILATION OF THE VENT PRODUGT 5ELEGTED AGAINST TH05E NOTED ABOVE. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP 5U6H THAT INSULATION DOES NOT 0135TRUGT FREE AIR MOVEMENT AS REQUIRED BY THE BUILDING OFFIGIAL. ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINC75 BETWEEN THE ADJAGENT ATTIG5 IN THE ROOF SHEATHING (A5 ALLOWED BY THE 5TRUGTURAL ENGINEER) TO ALLOW PA55AGE AND ATTIG VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC 5PAGE5 SHALL BE VENTED INDEPENDENTLY TO IRG/IBG REQUIREMENTS. Traditional Elevation- CliE O ��®rr�►r�eer�ra�rr • /� O cz) 0 O O CN CN E5r, "' p - ti Iti O LO 0 0 Ca r` o -� CV N - m Cfl aJ r- Lj- 0 O � � Ca (D FML0 cu c - IIZ �'ic NiGl X 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: -- 12nnF PI AN 1LDiN0 SAhiFORD 0 Al LOT 126-131 R1 A3m3B=6 15 - 28 02 #15 - 28 07 o z =_ Ns a 0�q o 0w< U) a�N o cn z aN� m_ 0p� U) a W N > w Enz Ua a� W Nno N ;0o CliE O ��®rr�►r�eer�ra�rr • /� O cz) 0 O O CN CN E5r, "' p - ti Iti O LO 0 0 Ca r` o -� CV N - m Cfl aJ r- Lj- 0 O � � Ca (D FML0 cu c - IIZ �'ic NiGl X 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: -- 12nnF PI AN 1LDiN0 SAhiFORD 0 Al LOT 126-131 R1 A3m3B=6 15 - 28 02 #15 - 28 07 W33 WI5 H30 WI5 W33 �I I� OPEN TO DD p CAFE .. I I I IGRONEN O O O 0 moo_ _oo m Do- m 0 o I I 033 m �0 633 015 RANGE 0I5 B33 DW 5B36 024 B24 FRIDGE B24 5630 012 5630 NASHER/DRYER 5830 5630 Kitchen Kitchen Kitchen Bath 2 Laundry Owners Bath A -- B C D E G -- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHINC7 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDON5: A. ALL NINOON5 5HALL COMPLY WITH MINIMUM 5TANOARO5 OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T 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 HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: 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, @ EXHAU5T FANS. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN510% ARE TO THE FACE OF 5TUD, U.N.D. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUO5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 OE6REE5 UNLE55 OTHERWI5E NOTED. Interior Elevations O 2' 4' 8' 1/4" = 1'-0" AT 2204 (SANFORD 11 1 It r MIRROR LAV. LAV.0 0 o uZL wz =�� 0 >4E D o<s N J a Lo cv C.) cre COD0 0 o I I 033 m �0 633 015 RANGE 0I5 B33 DW 5B36 024 B24 FRIDGE B24 5630 012 5630 NASHER/DRYER 5830 5630 Kitchen Kitchen Kitchen Bath 2 Laundry Owners Bath A -- B C D E G -- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHINC7 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDON5: A. ALL NINOON5 5HALL COMPLY WITH MINIMUM 5TANOARO5 OUTLINED IN APPLICABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T 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 HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.O.) 1'-0" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: 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, @ EXHAU5T FANS. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN510% ARE TO THE FACE OF 5TUD, U.N.D. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUO5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 OE6REE5 UNLE55 OTHERWI5E NOTED. Interior Elevations O 2' 4' 8' 1/4" = 1'-0" AT 2204 (SANFORD 11 1 It r 0 uZL wz =�� 0 >4E r� o<s N J a Lo cv C.) cre COD0 ®fie N��°M o �NQ U O ao �N= Z ami O U) FO� a W > i. Z wsa Qrw LL �HV o zF� W Nao aoa a10 c 0 uZL O >4E r� J a Lo cv C.) cre COD0 ®fie N��°M O Q Q � CV r - o LO CD J N � M CU — Cn J ~ LL p ) � _cu � LO CSS — F BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 WILLOW - R16HT Lot 126 Willow - Plan 2059 1/8 = I -O AT JIM[ OFp� RTM A501 #15-2802 #15-2807 UW=R 524 P21 RANGE 021 B24 Owners Entry Kitchen Kitchen A B C H24 H21 H30 H21 H24 10 W2� 00 +00 o =Z N 524 P21 RANGE 021 B24 Owners Entry Kitchen Kitchen A B C opo v opo FULL DEPTH 0 0I2 012 624 FRIDGE B24 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAAING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAAIN65, TYP. WINDOWS: A. ALL AINDOA5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRESS OPENING OF 53 50. FT. AITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ W-4" PLATE HEIGHT (U.N.0) T-0" A.F.F @ S'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERAI5E NOTED. Interior Elevations O 2' 41 8' 1/4" = 1'-0" AT 2204 /S" = 1'-0" AT 1 IxI1 SANFORD 4 i LAV. LAV. O FULL DEPTH 0 0I2 012 624 FRIDGE B24 D Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR SHEATHING ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON 5TRUGTURAL DRAAING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAAIN65, TYP. WINDOWS: A. ALL AINDOA5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLIGABLE RES. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRESS OPENING OF 53 50. FT. AITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ W-4" PLATE HEIGHT (U.N.0) T-0" A.F.F @ S'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITIONS; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOGAL CODE. H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERAI5E NOTED. Interior Elevations O 2' 41 8' 1/4" = 1'-0" AT 2204 /S" = 1'-0" AT 1 IxI1 SANFORD 4 i co .,..j _ ...r 0, r Lm Lm O 0 0 CN ACU CV L cn ti ti ,... .J N C-4 cu J ) cu C L .CU O MITI WN °ago i' W1 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 REOAOOD - RIGHT Lot 127 Redwood - Plan 1943 R.I A5.1 UR=R #15-2so2 2eo7 O 10 W2� 00 +00 o =Z N 0<5 ��a rn azo CLo< o zam O = U O p cn a Q W w w5¢ Qoa aQ� N wao co .,..j _ ...r 0, r Lm Lm O 0 0 CN ACU CV L cn ti ti ,... .J N C-4 cu J ) cu C L .CU O MITI WN °ago i' W1 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 REOAOOD - RIGHT Lot 127 Redwood - Plan 1943 R.I A5.1 UR=R #15-2so2 2eo7 O 10 00 +00 co .,..j _ ...r 0, r Lm Lm O 0 0 CN ACU CV L cn ti ti ,... .J N C-4 cu J ) cu C L .CU O MITI WN °ago i' W1 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 REOAOOD - RIGHT Lot 127 Redwood - Plan 1943 R.I A5.1 UR=R #15-2so2 2eo7 II II a I0a� 000m m �n B24 1324 1 B24 015 RANGE 0I5 B24 A Foyer B Owners Entry C Kitchen D Kitchen - -- MIRROR MIRROR LAV. LAV. LAV. LAY. FULL DEPTH WI5 W34 WI5 0I5 FRIDGE 5I5 Kitchen E TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON STRUCTURAL DRAWING5. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHECK5. B. WINDOW 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; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® W-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 6-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT S METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF CMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLE55 OTHERWISE NOTED, D aaaaa� MEN - I FULL DEPTH WI5 W34 WI5 0I5 FRIDGE 5I5 Kitchen E TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON STRUCTURAL DRAWING5. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHECK5. B. WINDOW 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; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® W-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 6-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT S METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF CMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREE5 UNLE55 OTHERWISE NOTED, OH „ E- `I ,14 ,��a�� ► � � t f f f �� lij • A ° w 0 L L 0 0 0 N N L 0 0 O J NI O M � J_._I 1� O cc cu LO CU c - 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 ELEVATION5 Interior Elevations BIRCH - LEFT O 2' 4' 8' Lot 128 1/4" = 1'-0" AT 2204 U"' Birch - Plan 1832 1/8" = 1'-0" AT INN 5.1AUB=L #15.2802 #15-2807 �- Z� N oas V 2 o W 4 U) 0 aaN wm� z ami 0 = oma DU� rr vn^ J q Q W W w5¢ Q OC)y 4yLL LU aUa Nww OH „ E- `I ,14 ,��a�� ► � � t f f f �� lij • A ° w 0 L L 0 0 0 N N L 0 0 O J NI O M � J_._I 1� O cc cu LO CU c - 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 ELEVATION5 Interior Elevations BIRCH - LEFT O 2' 4' 8' Lot 128 1/4" = 1'-0" AT 2204 U"' Birch - Plan 1832 1/8" = 1'-0" AT INN 5.1AUB=L #15.2802 #15-2807 W24 W24 W24 WI5 W3O WI5 W24 WI5 W3q WI5 TO II II II II OWNER5 o ENTRY D�7 OC—�10001 1 Q a 0 10j � II ❑ � � II MIRROR MIRROR LAV. LAY. LAV. LAV. onIF1111TE] � N ❑ ❑ ❑ Cn p Kitchen tul u� �O ■ m 015 FRI06E B15 Kitchen E TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LA13 OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEPROOM5 TO HAVE A GLEAR 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. TYPIGAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® W-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 64" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. et TO OWNERS ENTRY ZVi Q s W24 W24 W24 WI5 W3O WI5 W24 WI5 W3q WI5 TO II II II II OWNER5 o ENTRY D�7 OC—�10001 1 Q a 0 10j � II ❑ � � II MIRROR MIRROR LAV. LAY. LAV. LAV. onIF1111TE] � N ❑ ❑ ❑ Cn p Kitchen tul u� �O ■ m 015 FRI06E B15 Kitchen E TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE 5LA13 OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOWS SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEPROOM5 TO HAVE A GLEAR 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. TYPIGAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® W-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 64" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. et ZVi r O z�<w z� N as c> _ 00 O K Q Ln w ao C) z Wim= ami O c a WW Aga a� W Noo Ngo cl O O O N � N L C/) ti ti �o�. JT' O a� — M N J O Cif .� O 192 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: INTERIOR ELEVATIONS Interior Elevations BIRGH - RIGHT O 2' 4' 8' Lot 129 1/4" = I'-0" AT 22x34 ��L�rN� Birch - Plan 1832 1/8" = 1'-0" AT IIxI1 USANFORD UB=R A5ml #15-2802 #15-2807 O O O N � N L C/) ti ti �o�. JT' O a� — M N J O Cif .� O 192 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: INTERIOR ELEVATIONS Interior Elevations BIRGH - RIGHT O 2' 4' 8' Lot 129 1/4" = I'-0" AT 22x34 ��L�rN� Birch - Plan 1832 1/8" = 1'-0" AT IIxI1 USANFORD UB=R A5ml #15-2802 #15-2807 B24 021 RAN6E 021 B24 Owners Entry Kitchen A B H24 H21 H30 H21 H24 DSO oil i ----W B24 021 RAN6E 021 B24 Owners Entry Kitchen A B C Kitchen FULL >� DEPTH 524 FRIDGE 624 0I2 Kitchen D 012 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING 0RAWIN65, TYP. WINDOW5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDAR05 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. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT 6REATER 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 ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT & METER5 ARE 5UBJECT TO RELOGATION DUE TO FIELD 6ONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL GODS. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Interior Elevations_ O 2' 4' 8' -� �u1LD//�G I/4" = 1'-0" AT 2204 SANFORD 11 1 11 v7 Z 0 W WZw Zai =1 o¢> U 0Ujz ¢wQ ap� w QmC� oOO� F Q a Uu p U Q �g N 4 � � s�= ae� w wo �Lo q, ilc W 0 Cu c �u N i ®.eA aa CD e�s OLm Lm O O O N � N O O O � J N O — CO N_ Cfl - J ti O O C fJ) � o LO CU c - 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: -- INTERIOR ELEVATION5 REDWOOD - LEFT Lot 130 Redwood - Plan 1943 I/8 = I -O AT IIx17 p�RiM�r A5.1 URmL 15M2802 #15-2807 DSO D ��B C Kitchen FULL >� DEPTH 524 FRIDGE 624 0I2 Kitchen D 012 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUCTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING 0RAWIN65, TYP. WINDOW5: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDAR05 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. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT 6REATER 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 ® 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT & METER5 ARE 5UBJECT TO RELOGATION DUE TO FIELD 6ONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL GODS. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Interior Elevations_ O 2' 4' 8' -� �u1LD//�G I/4" = 1'-0" AT 2204 SANFORD 11 1 11 v7 Z 0 W WZw Zai =1 o¢> U 0Ujz ¢wQ ap� w QmC� oOO� F Q a Uu p U Q �g N 4 � � s�= ae� w wo �Lo q, ilc W 0 Cu c �u N i ®.eA aa CD e�s OLm Lm O O O N � N O O O � J N O — CO N_ Cfl - J ti O O C fJ) � o LO CU c - 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: -- INTERIOR ELEVATION5 REDWOOD - LEFT Lot 130 Redwood - Plan 1943 I/8 = I -O AT IIx17 p�RiM�r A5.1 URmL 15M2802 #15-2807 W33 W30 WI5 W33 OPEN TO I CAFE 000E=7 — 0 000 aa- II D a ❑ II ° ° D II � ° -o❑m m _ m ❑a SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. MIRROR LAV. LAV. B. TYPICAL FRAME FLOOR GON5TRUGTION: p FIN15H FLOORING ON 3/4" TONGUE $ 6ROOVE 1z FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR =PD FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWIN65. L —1 zj hi G. 5LAB ON 6RADE FLOOR 6ON5TRUGTION: SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. 633 015 MANGE 0I5 633 024 5B36 DW B24 FRI06E 624 5B30 012 51330 WA5HER/0RYER 5630 5E330 B. WINDOW 5UPPLIER TO VERIFY AT LEA5T W w wga ONE WINDOW IN ALL BEDROOMS TO HAVE A Q oc=j Kitchen Kitchen Kitchen Bath 2 Laundry Owners Bath CLEAR EGRESS OPENING OF IN 5Q. FT. � a804 p � D � � WITH MIN. DIMEN510N OF 24" IN HEIGHT AND W �°_ B 20" IN WIDTH; 51LL HEIGHT NOT 6REATER N NgW THAN 44" ABOVE FLOOR. N C. TYPICAL WINDOW HEAD HE16HT: S'-0" A.F.F o q'-4" PLATE HE16HT N.N.0) M T-0" A.F.F @ 64' PLATE HEIGHT N.N.OJ E. ELECTRICAL: u ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, & EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, " NOW .0 U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE GMU OR 5TUD5 UNLE55OTHERN15 OF NOTED. I M. ALL AN6LE0 PARTITION5 ARE 45 DE6REE5 0 UNLE55 OTHERWISE NOTED. ~m�� ,1 'h' y� ®+yes®� ✓r yam. I, „m`� ,�®a •a� .� mj ^� 'COS - o icc: Fn tom{ i�j Q cr4 �®sari>rra�a�� (j) ■ IIIIIIIIIIIII� O O p N � N N p O J N p — M CV p CU J -- LL p (ID c/) ca o v— Ca BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 Interior Elevations WILLOW - LEFT O 2' 4' 8' �,,��w� Lot 131 1/4" = 1'-0" AT 2204 USANFORD Willow - Plan 2059 1/8 = I -O AT IIxI�i A5ml UW=L #15-2802 #15 2807 B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR MIRROR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON 6RADE FLOOR 6ON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR g2w LAV LAV BARRIER. REFER TO STRUCTURAL N =Z� o ENGINEERING DRAWIN65, TYP. o`, quo WINDOWS: a o < 00 D33 A. ALL WINDOWS SHALL COMPLY WITH LO o z ¢mp MINIMUM STANDARDS OUTLINED IN Ooh APPLICABLE RE5. CHECK5. v7 a 633 015 MANGE 0I5 633 024 5B36 DW B24 FRI06E 624 5B30 012 51330 WA5HER/0RYER 5630 5E330 B. WINDOW 5UPPLIER TO VERIFY AT LEA5T W w wga ONE WINDOW IN ALL BEDROOMS TO HAVE A Q oc=j Kitchen Kitchen Kitchen Bath 2 Laundry Owners Bath CLEAR EGRESS OPENING OF IN 5Q. FT. � a804 p � D � � WITH MIN. DIMEN510N OF 24" IN HEIGHT AND W �°_ B 20" IN WIDTH; 51LL HEIGHT NOT 6REATER N NgW THAN 44" ABOVE FLOOR. N C. TYPICAL WINDOW HEAD HE16HT: S'-0" A.F.F o q'-4" PLATE HE16HT N.N.0) M T-0" A.F.F @ 64' PLATE HEIGHT N.N.OJ E. ELECTRICAL: u ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, & EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, " NOW .0 U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE GMU OR 5TUD5 UNLE55OTHERN15 OF NOTED. I M. ALL AN6LE0 PARTITION5 ARE 45 DE6REE5 0 UNLE55 OTHERWISE NOTED. ~m�� ,1 'h' y� ®+yes®� ✓r yam. I, „m`� ,�®a •a� .� mj ^� 'COS - o icc: Fn tom{ i�j Q cr4 �®sari>rra�a�� (j) ■ IIIIIIIIIIIII� O O p N � N N p O J N p — M CV p CU J -- LL p (ID c/) ca o v— Ca BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- INTERIOR ELEVATION5 Interior Elevations WILLOW - LEFT O 2' 4' 8' �,,��w� Lot 131 1/4" = 1'-0" AT 2204 USANFORD Willow - Plan 2059 1/8 = I -O AT IIxI�i A5ml UW=L #15-2802 #15 2807 M* O co I UPPER PLATE• 91 z O �t m r- +0' -O" MAIN FLOOR - I -oil 2R4 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR 6ON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LA13 OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRANIN65, TYP. NINDON5: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM STANDARD5 OUTLINED IN APPLICABLE RES. GHECK5. 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 HEI6HT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HE16HT (U.N.O.) 1'-0" A.F.F ® 64" PLATE HEIGHT (U.N.0) E. ELECTRICAL: 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 FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR 0IMEN510N5 ARE TO FACE OF CMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Sections O 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = I'-0" AT IIxIT WILD/NG USANFORD et 6=N W o =Zo N as rn X30 O W.< iai a�N o z �m ¢m_ 0 U) a a W> Z w3a W Nao boa a�v=i N o o ® co 0LU 1 a c:::p0 :� 0 0 0 CV CV P." Lm N o 0 LO 0 J N — M co _j 0 ) co � co N :t::! =' 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 HILLON - R16HT Lot 126 Willow -Plan 2059 k5m2UW=R #15-2802 #15-2807 „ Building Section r- PLATE LO I PLATEl Sections O 21 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT 11x11 +O'-0" _FLOOR TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HINUE OR GONGRETE TILE ROOF (5TYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINI5H FLOORING ON 3/4” TON6UE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOI5T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDON5 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 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) T -O" A.F.F @ 8'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPER5 @ DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. G. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. (SANFORD CF �w wZv r O N : lit) �0%��o�r�'��prr®�� 'te ' zwa N 40 • �•LL • J w • LTJ • ' • ®, + 4CIQl co• � s ®®®� U 00 0 K W Q Ln a�N O Z<m O �OJ cn a a w w wnz a Ir �g� O o�N a�� W zao qua aaN N low, �LLo I "Roll C11 �w N : lit) �0%��o�r�'��prr®�� ;: • • ®m• ' 40 • �•LL • J w • LTJ • ' • ®, + 4CIQl co• � cz ®®®� O 0 0 N (ID N L. C/) '~ ti LO 0 O0 J N � — M N ca —j O O C V) � Ill,O LO CU Fm 11 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 REDWOOD RIGHT Lot 127 Redwood - Plan 1943 A5m2UR=R OSA Fa #15-2802 #15-2 807 �1 4 --� „ Building Section O UPPER oUPPEoMAINR l a TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION FIN15H FLOORIN6 ON 3/4” TON6UE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR o BARRIER. REFER TO STRUCTURAL =ZJ04 ENGINEERING DRAWIN65, TYP.o WINDOW5:0 W A. ALL WINDOWS 5HALL COMPLY WITH o z �m ami MINIMUM 5TANDARD5 OUTLINED INop J APPLICABLE RE5. GHEGK5. a B. WINDOW 5UPPLIER TO VERIFY AT LEA5T w w a ONE WINDOW IN ALL BEDROOMS TO HAVE A a Ngo CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN5I0N OF 24" IN HEIGHT AND w Zo 20" IN WIDTH; SILL HEIGHT NOT GREATER as THAN 44" ABOVE FLOOR. N o G. TYPICAL WINDOW HEAD HEIGHT: 6-0 A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 64' PLATE HE16HT (U.N.0) E. ELEGTR16AL: wu ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAU5T FANS, 6. GEMENTITIOU5 FIN15H i IN5TALL PER LOCAL CODE. 104, H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF^ GMU OR 5TU05 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE61REE5 UNLE55 OTHERWISE NOTED. e®®®• •• P • 0 cNi ry ® ®�♦ CD G Lm LmO O CV CN "' ti �Lc,o O JCq � = M CO O cu J C L1.. O C) Ca � .� O U -) Z 1 BSB DESIGN www.bsbdesign.com z 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 BIRCH - LEFT ID G Lot 128 ANFORm Birch - Plan 1832 RT A5m2UB=L #15-2802 #15-2807 Sections 0') O 21 4 g _N t� 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 m r 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 BIRCH - LEFT ID G Lot 128 ANFORm Birch - Plan 1832 RT A5m2UB=L #15-2802 #15-2807 2 Building Section m� r TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE VARIES, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FINI5H 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: MONOLITHIG GONGRETE 5LA5 OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOM5 TO HAVE A GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEI6HT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. IYPIGAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.O.) T -O" A.F.F @ 8'-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAU5T FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL GORE. H. DIMEN51ON5 ARE TO THE FAGE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Sections O 2' 4' 8' 1/4 = 1'-0" AT 2204 1/8" = 1'-0" AT 11x17 er wZ� w cv t U a Z o Xw¢ mo � O Z w amu 0 Zp�JJ U U J U) U W > �Z W wsa � U N Q�L W Noo zUa N xwo II�„y �u qu„ II n >4,E O O •° • ' ®may .. rxi •� o cl ®® NO. • ® ��® '=� ■ O 0 0 CV c„ o C Il a _C J 1` C� LL >4k c - O � t!a cu 2D 0 Idll�lllllll I I� IIS III;;;;;;I IIIIIIIIIUIIJiIUlllll IIIIIIIIII�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: -- 5EGTION5 BIRGH - RIGHT Lot 1 A (SA Birch - Plan 1832 PoRD &5.2UB=R rrrtiF #15-2802 #15-2807 M 11 /' P". TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF 6ON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC, CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRANIN65, TYP. WINDOWS: A. ALL NINDON5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. CHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRESS OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F o 9'-4" PLATE HEIGHT (U.N.0) 7'-0" A.F.F o 8'-I" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC. PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 10 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. w H. DIMENSIONS ARE TO THE FACE OF STUD, 4 U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. 0 - M. ALL AN6LED PARTITIONS ARE 45 DE5REE5 UNLE55 OTHERN15E NOTED. � r �.0�®® �W0000eo®000 �®''�.•+,,� y �.. �.; � �` a ri � � c•3 Sections O 2` 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 ILD SANF©RD o ` e caa j ®® oei 000®® C`3 Ci PIR �® It s a� O O O CN , CN I` C/) �' ~ ti C O O O J N O — C'7 N Cfl . u _I n` O O N u) c r-- '}CQ , CUUl) O �s HER, 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 130 Redwood -Plan 1943 A5m2UR=L #15.2802 #15-2007 WZ� V T ia0 5Z� n 5: o U OWQ ao� 0 c/) w z�� 0 W W U Sa H 2 5 U Q �Uy W W �� 5�= N Woo xI Sections O 2` 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 ILD SANF©RD o ` e caa j ®® oei 000®® C`3 Ci PIR �® It s a� O O O CN , CN I` C/) �' ~ ti C O O O J N O — C'7 N Cfl . u _I n` O O N u) c r-- '}CQ , CUUl) O �s HER, 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 130 Redwood -Plan 1943 A5m2UR=L #15.2802 #15-2007 Building Section OPPER PLATE TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: 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" TON6UE & 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC, GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWIN65, 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 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: 6-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F @ 64' PLATE HE16HT (U.N.O.) E. ELEGTRIGAL ALL ELEGTRIGAL 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, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN510145 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. 0 wZ� 0 44 U$, PPER FLOOR 16 EQ. TREADS PLATE ` 4MAIN Q z z Sections omz Lf) o <t \ v 0 2 4 8 ao z¢m� 1/4" = 1'-0" AT 2204 0 1/8" = 1'-0" AT I1x1 1 m "per = U O r- +0'-0" a MAIN -FLOOR w iStair Section � wZ� 0 44 5, J 04 oas omz Lf) o ao z¢m� 0 "per = U O a) a w w wa Q cr 0 a�Z2, W 4 moo aq,n N ww Xnfammm O , i Lm O 0 0 CN 04 Lm LO ti 0 J N � M CV Ct7 JI` O Ca N � .0 c- LO . kmt.' i BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 WILLOW - LEFT Lot 131 SANFORD Willow - Plan 2059 �Fogf�tM�� A5.2UW=L #15-2802 #15`2807 44 i Lm O 0 0 CN 04 Lm LO ti 0 J N � M CV Ct7 JI` O Ca N � .0 c- LO . kmt.' i BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 WILLOW - LEFT Lot 131 SANFORD Willow - Plan 2059 �Fogf�tM�� A5.2UW=L #15-2802 #15`2807 I I I ELECTRICAL NOTES: ELECTRICAL KEY �$ SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE OETEGTOR5 A5 REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL 14:cVJP WEATHERPROOF DUPLEX OUTLET GOVERNING GODE5 3OA/2P 2. PROVIDE AND INSTALL GROUND FAULT N -3R %CFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (CFI) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING GODE5. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, 5INGLE PHASE, 15 -820 -AMPERE WP/GF) SPECIAL PURPOSE OUTLET/JUNCTION X BRANCH GIRGUIT5 5UPPLYIN6 OUTLET5 MULTIMEDIA ®BO IN5TALLED IN DWELLING UNIT LIVING AREA5 - GHA5E TUBEDUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A L15TED ARG -FAULT — — — — — — GIRGUIT INTERRUPTER, COMBINATION TYPE TO �1170220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH i , • �. • ••�' • CIRCUIT PER GORE. i ` / OVERHEAD DUPLEX Great Roo _ — _ ._ _ _ — 4. ELECTRICAL CONTRACTOR TO PROVIDE \ I , Y Y . I . C ■ i F- / �- WALL SWITCH REQUIRED DIRECT NOOK-UP5/GUTOFF5. Lanai I i / THREE-WAY 5WITGH 5. HVAC CONTRACTOR TO VERIFY THERM05TAT 3QC\ I i _ I I Eb'' 3 LOCATIONS. i I — .._ . �. I �— FOUR-WAY 5WITGH 4 b. ALL ELECTRICAL AND MECHANICAL EQUIPMENT PROVIDE ADEQUATE SUPPORT \ I i I I RHE05TAT 5WITGH (I.E. FURNAGE5, AIG UNIT5, ELECTRICAL PANEL5, PREWIRE VP/6/Owners I i i I / \ ( R 5ANITARY SUMP PIT5, DRAIN TILE 5UMP, AND /W '\ ® O �y � � r� � � )�� DM DIMMER 5WITGHWATER HEATERS) ARE SUBJECT TO I i / i I / 1 I . FAN W/ I i I ' SEG IiY OO REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD GONOITION5. LIGHT i i OUT4E7 / FAN i"V I ( 1. SWITCHES AND GIRGUIT5 FOR OPTIONAL LIGHT I UGILI FIXTURE D INGANDE5GENT ELECTRICAL NOT 5HOWN, COORDINATE i -�- LOCATIONS WITH BUILDER. WALL MOUNTED INGANDE56ENT b. NO D15P05AL W/ 5EPTIG 5Y5TEM. PROVIDE ADEQUATE SUPPORT ( LIGHT FIXTURE +65 I i I I PREWIRE / ( REGE55ED INC ANDE5GENT LIGHT FIXTURE ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: / I i RECE55ED ADJUSTABLE EYEBALL MULTIMEDIA \� • \ , 1 • —.�,_ . _ . _ . ,_ ..,,- • I INCANDESCENT LIGHT FIXTURE SWITCHES OVER COUNTER .......... 48" TO GL CHASE TUBE INGANDE56ENT LIGHT FIXTURE \ � �WALL OUTLETS OVER COUNTER .:..... 48" TO GL • --------------� PG WITH PULL CHAIN f r REMAINING 5WITCHE5 ............. 48" TO GL EXIT LIGHT WALL OUTLET5 . 12" TO GL EMERGENCY LIGHT ............ ... BATH VANITY BRACKET OUTLET r��c;��,= 1,2 ,,�_:_== =„3 FLUORE5GENT LIGHT FIXTURE (I ABOVE TOP OF MIRROR) ...... 80 TO GL Cafe L n r / C a 1 e �� d WATER SOFTENER AND SUMP OUTLETS 48 TO GL • \ / � FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TELEPHONE OUTLETS ..............12" TO GL \ / / TRACK LIGHT TELEV15ION OUTLETS ..............12 TO GL m / o LIGHT BAR EXTERIOR GFI OUTLETS .......... " TO CL Q EXHAUST FAN (VENT TO EXTERIOR) GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO GL o LX,AI c a �� I I �Y new Bath EXHAUST FAN/LIGH7 COMBINATION BA5EMENT WALL OUTLET5 ..........48 TO GL ..- l (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT .........12" TO GL ... , : EXHAU5T FAN WITH HEAT LAMP GARAGE DOOR COACH LIGHT, (VENT TO EXTERIOR) � (ABOVE GARAGE FLOOR) ....... 84" TO GL LU GDAGH 1 cH CHIMES 64" TO BTM LIGHT 1 PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE 1- I _ qb" TO BTM s� 5MOKE DETECTOR I FOYER AND 5TAIRWAY FIXTURE ...... OF FIXTURE —V • �-- L o j .." . " . ; o H0 HEAT DETECTOR THERMOSTAT 1I , ................... 54"TO GL O / \ r O I Co co DETECTOR DOORBELL GHIME5 ............... 64" TO GL ® CARBON MONOXIDE DETECTOR LEVEL W/ 91 t DOORBELL BUTTON ............... OR HANDLE T / II _ LO 1f 6 Ocos� AND SMOKE DETECTOR TQ THERMOSTAT / KITCHEN HOOD FAN "WHIP" ......... 66" TO GL I 1 I � C_ sSPEAKER KITCHEN WALL HUNG MICROWAVE OUTLET ..... .......... ... lb" TO GL __ PEND PEND _ 1 C7FI L � I •/ �. • ... b TELEPHONE / FAN W/ COMPUTER KITCHEN 015HWA5HER RECEPTACLE ... UNDER SINK — 0 0 0 I LIGHT I 14 KITCHEN RANGE .... : 1 ------- 24 TO GL I30 / FI o GFI i �, r- - I TELEVI510N KITCHEN REFRIGERATOR ..... • .....48" TO GL UNDER / i I ! / /.�k.'• I I 1 0) ELECTRIC METER WA5HER/DRYER OUTLET ............48" TO GL /KltChen \ CABINET i I I / ; / .PAW)VE, e*ATE ORT o ELECTRIC PANEL GL = CENTER LINE LIGHTING i i / i LI--==__=====1EWIRE I = FIELD VERIFY `�I1TOY DEDICATED "I" i I I I f . ` 2 VANITY TOATH BE RAISED RD 30 HIGH J::;f1 �`' (PROV DE ADEQUATE 5UPFORT) N wder VENT TO E�� I • \ � CEILING FAN WITH INGANDE5GEN7 _ `2av —F� — -� LIGHT FIXTURE W \ ( I (PROVIDE ADEQUATE SUPPORT) Cc 30A/2P—)p • N -3R I / • '" ' LI6HT'V PROVIDE ADEQUATE SfFORT 2 -Car Garaqe� ! Bath 2 Bedroom 2 / ELECT. 1 ' PAELEGT. RI. METER -- 1 ! IRRIGATION GFI — I--- fi-------- ——— — — — — —51f15TEM j i YY.I.0 FIRE BELL +100 A.F.F. FIRE SPRINKLER PUMPPROVIDEA ' DEQUATE 'PORT I /-INSTALL PER I i W. i. C. / MANUFACTURE'S 5PEG. / ® PREHRE y I Bedroom 3 i F— — L------------ 60 GH - GDAGH .... _ _ . _ .. , GDAGH LIGHT LIGHT Main FloorUpper Floor ElectricalPlanElectrical Plan O 21 4' 8' O 2' 4' g' ■ 1/4" = V-0" AT 2204 1/4" = 1'-0AT 22x34 ■ � �� I/8= 1'-0" AT I Ixl7 " � �� 1/8 = 1'-0" AT IIxl 7 SANFORD X15-2802 II � O (j)L wZw T Z;5 z5 04 O O C CD N v z Woo ti L `/'�—I� C LO C:> O O JP� M — aoa G c/) -j LL 0 C cucu �mx <m� OO U) a a LW U Z F- w5a C Dsil—'x o = D Q�" III 'Lo LU a0a n a txn Wxx a O (j)L �x L a O (j)L L O O C N ti L `/'�—I� C LO C:> O O JP� M — � a -j LL 0 C cucu Illlllllllllp' ��;��! INIIIIIII'�IIIIIIIIIIII 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: -- ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - RIGHT Lot 126 Willow - Plan 2059 2.1 UW=R #15-2807 ELECTRICAL KEY ELECTRICAL NOTES: F& SINGLE POLE OUTLET I. PROVIDE AND IN5TALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS A5 REQUIRED BY "NATIONAL FIRE PROTECTION A550CIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENT5 OF ALL �Ww WEATHERPROOF DUPLEX OUTLET GOVERNING GODE5 2. PROVIDE AND INSTALL GROUND FAULT 3OA/2P CFI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (CFI) A5 REQUIRED BY N -3R DUPLEX OUTLET NATIONAL ELECTRIC GODS (NEG) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENT5 OF ALL GOVERNING GODE5. (IN5TALL UP51DE DOWN) 3. ALL 120 -VOLT, 51N6LE PHASE, 15 -420 -AMPERE BRANCH GIRGUIT5 5UPPLYINC OUTLET5 ® SPECIAL PURP05E OUTLET/JUNCTION BOX IN5TALLED IN DWELLINC7 UNIT LIVING AREAS r-- ------ ------I In: DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT 1 CIRCUIT INTERRUPTER, COMBINATION TYPE TO d oZW -----—��220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. NCanaI porch OVERHEAD DUPLEX 4. ELECTRICAL CONTRACTOR TO PROVIDE c �oN . = r,- REQUIRED DIRECT HOOK-UP5/GUTOFF5L \ 1 1 WALL 5WITGH O cn THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERM05TAT z a IN 2 m \ l 13 LOCATIONS. 0p� FOUR-WAY 5WITGH �-4 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT F < a ( � 1 RHE05TAT 5WITGH II FURNAGE5, A/C UNITS, ELECTRICAL PANELS, W w w 5 R SANITARY SUMP PITS DRAIN TILE SUMP AND rr d- N 1 I DIMMER 5WITGH Q p N DM WATER HEATER5) ARE 5UBJEGT TO D Q REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. W _ Zoo \ • 1. 5WITGHE5 AND GIRGUIT5 FOR OPTIONAL N 3a 3 -- . '" GEILING MOUNTED INCANDESCENT ELECTRICAL NOT SHOWN, COORDINATE N MULTIMEDIA - — — — - `_ • :.,.— — —I LIGHT FIXTURE GHAS TUBE WALL MOUNTED INGANDE5GENT b. NOGDI5PO5AL1 W/ SEPTI 5 rY5TEM. o �. I K- �%,.. I \ I LIGHT FIXTURE > / REGE55ED INGANDE5GENT LIGHT FIXTURE Fam�) / I Owners I ELECTRICAL DEVIGE5: ABOVE FIN15HED FLOOR: // I / \ I RECF-55ED ADJUSTABLE EYEBALL INCANDESCENT L16HT FIXTURE LI�GFIT� I 5WITGHE5 OVER COUNTER .......... 48 TO GL , Suite INGANDE56ENT LIGHT FIXTURE iPG WITH PULL CHAIN WALL OUTLET5 OVER COUNTER ....... 48 TO GL \ \ OPT FAN �- ® I I ® REMAINING 5WITGHE5 ............. 4b" TO GL W/ OPT EXIT LIGHT11 LIGHTI WALL OUTLET5 ............ EMERCENGY LIGHT 12 TO GL — - v i�--- BATH VANITY BRACKET OUTLET I� PROVIDE ADEQUATE SUPPORT,/ +6 " - --- I VROVIDF ADEQUATE SUPPORT\ / I _t - _,__�__�+ " A TOP OF MIRROR) 50 TO GL PREWIRE PREWIRE ,__ .� FLUORE5GENT IC7HT FIXTURE (I ROVE R) N50F NER AND SUMP OUTLET5 4b" TO GL --. -•. FLUORESCENT IGHT FIXTURE WATER TE i f ' \ WITH PULL CHAIN TELEPHONE OUTLETS MULTIMEDIA J / ® TRACK LIGHT TELEVISION OUTLET5 .............. 12 TO GL - _ _ __7 == LIGI HT BAR EXTERIOR ( OUTLET5 ............. 12 TO GL . CHASE TUBE A F 46 TO G . 0 EXHAUST FAN (VENT TO EXTERIOR) GARAGE GFI (ABOVE G RAGE LOOK) L , --------- BASEMENT WALL OUTLETS ....... 4b"TO GL EXHAUST FAN/LICHT COMBINATION , ' (VENT TO EXTERIOR) FRONT DOOR COACH L16HT ......... T2 TO GL EXHAUST FAN WITH HEAT LAMP GARAGE DOOR COACH L16HT, 1 "p.° (VENT TO EXTERIOR _ _ �- - _ _ _ i (ABOVE GARAGE FLOOR) ....... b4 TO GL Cafe / i crt CHIMES \ i 64 TO BTM 4-0 ®pB OF FIXTURE PU5HBUTTON 5WITGH DINING AND BREAKFA5T FIXTURE ..... \ / i qb" TO BTM 5MOKE DETECTOR FOYER AND STAIRWAY FIXTURE ..... OF FIXTURE 1./ i • \ if* / HD HEAT DETECTOR THERM05TAT . 54" TO GL ® GD DETECTOR DOORBELL GRIMES 54" TO GL CARBON MONOXIDE DETECTOR LEVEL W/ -� ...............DR HANDLE OCO.sD AND SMOKE DETECTOR DOORBELL BUTTON I, n TT THERM05TAT / La� l I ti r KITCHEN WALL HUNG MICROWAVE GFI !�G I 00 C7FI s 5PEAKER ' _'� rm O TELEPHONE OUTLET ...................... 76" TO GL �__KITCHEN D15HWA5HER RECEPTACLE ... UNDER SINK I i L-------- - 4 COMPUTER KITCHEN RANGE ........... ....... 24"TO GL GFI � i I i i i (--------------- -------- 0 TELEVI510N KITCHEN REFR16ERATOR ........... 4b" TO GL O o .. 46" TO GL UNDE � �' � � i � � WASHER/DRYER OUTLET ............ i I ELECTRIC METER \ GABINE I i i 22 _ r� GL = CENTER LINE N Kitchen LIGHTIN GFS /SPD i I 1 ELECTRIC PANEL I = FIELD VERIFY — GEILING FAN 2 = MA5TER BATH STANDARD 30" H16H / II V DEDIGAT� VANITY TO BE RA15ED 4" / VEMr HOOD i SEGURITY i (PROVIDE ADEQUATE SUPPORT) VENT TO EXT i OUTLET CEILING FAN WITH INGANDE%ENT o B 6% Pantry t y LICMT FIXTURE •\ (PROVIDE ADEQUATE SUPPORT) O — — — —/— —----------------------- O N 1 -Car Garaqe th 2 �; o LO o C4 ,/ FAN W/ / \ o Ca __jo f�- ® _ LIGHT / LL O bOA/2P / :3 C PROVIDE ADEQUATE SUPPORT F er'c PREWIRE �� \ I 1 /. r •� ® �, Bedroom 2 � � IRRIGATION fROVIDE ADEWATE / r_ --------SYSTEM SLIPPOIZT PREWIRE F1 I 6H ELEdT. FI SPRINKLED PUMP ----------------j-- --- -- Porch i PANS. ' . EL.EGT. � 0 \ , Bedroom 3 �I \� I BSB \ CGFI \ .\ N. DESIGN FIRE BELL +100" A.F.F. www.bsbdesi n.com - IN5TALL PER GOAGH — • """ GOAGH 9 100 Main St. Suite 209 MANUFACTURE'S 5PEG. L16HT L16HT Safety Harbor, Florida 34695 813 265 4808 Main FUpper Floor JOB NO: 02J14020 PROJ GR: JF DRAWN: ST CHECKED: Plan ELECTRICAL PLANElectr■cal plan TRADITIONAL ELEVATION REDWOOD - RIGHT O 2' 4' 8' O 2' 4' 8' 1/4" = I' -O" AT 22x34Lot 127 1/4 = 1'-0" AT 22x34 I/b - 1'-0" AT HAIHAIHAI� I/b„ _ - I, -D„ AT Ilxl"I �UiLdiy� Traditional Elevation SANP®F,,D Redwood -Plan 1943 2ml U #15-2802 #15`2807 ELECTRICAL KEY ELECTRICAL NOTES: f $ SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETE6TOR5 AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETIN6 THE REQUIREMENTS OF ALL I�WP WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT . 61`I (WOUND FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTERS (6FI) AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING HALF-5WITGHEO DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODES. 3OA/2P (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15-4 20 -AMPERE N-3RBRANCH CIRCUITS 5UPPLYIN6 OUTLETS ® SPECIAL PURPOSE OUTLET/JUNCTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS Z: DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, GOMBINATION TYPE TO Z W16FI 220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH p91 =z� ® OVERHEAD DUPLEX CIRCUIT PER GORE. a ----------------------------------------------------------ti 4. ELECTRICAL CONTRACTOR TO PROVIDE � �6Z j j j- HALL SWITCH REQUIRED DIRECT HOOK-Ups/CUTOFFS. LID W �nI ---------- a s I I j �► 3 THREE -HAY SWITCH 5. HVAC CONTRACTOR TO VERIFY THERMOSTAT Z m LOCATIONS. O oo� �4 FOUR-WAY SWITCH 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT. , 55 t ► R RHE05TAT SWITCH (LE. FURNACES, A/G UNITS, ELECTRICAL PANELS, W w v w¢ / I SANITARY SUMP PITS, DRAIN TILE SUMP, AND a tr JJJ I I I � DM DIMMER 5WITGH WATER HEATERS) ARE SUBJECT TO p Q j j j QQ REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. W Z�° Y`�/6FI I I I 1. 5WITGHE5 AND CIRCUITS FOR OPTIONAL p s¢� LIGHT 67 MOUNTED INCANDESCENT ELECTRICAL NOT 5HOWN, COORDINATE N Www LOCATIONS WITH BUILDER. N WALL MOUNTED INCANDESCENT 5. NO DISPOSAL W/ 5EPTIG 5Y5TEM. L16HT FIXTURE 3 ' MULTIMEDIA \ • � G •{�- RECESSED INCANDESCENT LIGHT FIXTURE HA5E TUBE Bedroom 3 �.- -- — �� • Bp(�'�r Z RECE55ED ADJUSTABLE EYEBALL ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: Bedroom m -a INCANDESCENT L16HT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL PROVIDE ADEQUATE SUPPORT INCANDESCENT L16HT FIXTURE WALL OUTLETS OVER COUNTER .....45"TO GL . PROVIDE ADBQUATB 'PORT PRBYVIRB � �pG WITH PULL CHAIN ■, PRB 41RE REMAINING 5WITGHE5 ............. 45" TO GL ` ►-® EXIT LIGHT FAN W/ FAN Vr! EMERG NGY L16HT WALL OUTLETS ..........12"TO GL / LK�FIT LIGHT E L BATH VANITY BRACKET OUTLET F mll a • .� ��=__-_ '� .FLUORESCENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO GL'2 WATER SOFTENER AND SUMP OUTLETS 48 TO GL FLUORESCENT LIGHT FIXTURE / +65" \ / WITH PULL CHAIN TELEPHONE OUTLETS ..............12" TO GLn I OPT FAN / fj TRACK LIGHT TELEV15ION OUTLETS . ............12 TO GL � LIGHT P ®/j LIGHT BAR EXTERIOR GFI OUTLETS .............12" TO GL � �I L \ A GARAGE GFI ABOVE GARAGE FLOG 48" TO GL PROVIDE ADEQUATE SUPI�OKT Q EXHAUST FAN (VENT TO EXTERIOR) ( W PREWIRB / EXHAUST FANA_IGHT COMBINATION BASEMENT WALL OUTLETS .. , .... . ..45 TO GL 1 / (VENT TO EXTERIOR)FRONT DOOR COACH L16HT ......... l2" TO GL ' 1 / / A7EXHAUST FAN WITH HEAT LAMP GARAGE DOOR COACH L16HT, (VENT TO EXTERIOR) CH GRIMES.... (ABOVE GARAGE FLOOR) .......64 TO GL - - 64" TO BTM / 40J X • /•--------- ------ ----�_r- ---- � ePB PUSHBUTTON 5WIT6H DINING AND BREAKFAST FIXTURE .....OF FIXTURE SD SMOKE DETECTOR 96" TO BTM h FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE . • t 1 1 2 .... / - ' - - - - I - Hu HEAT DETECTOR THERMOSTAT 54" TO GL -- -- PEND PEND P!<ND \ f I Co co DETECTOR DOORBELL CHIMES " 1 N 64 TO GL I _ . fV I CARBON MONOXIDE DETECTOR LEVEL W/ 6Fl �, � O , _ � I---___-__-�.__------, Oco.So AND SMOKE DETECTOR DOORBELL BUTTON ............... DR HANDLE GFI - = - i 1, I KITCHEN HOOD FAN "WHIP" .......... 66" TO GL THERMOSTAT i -- -- --- s i � � � / . ° ° i r SPEAKER KITCHEN WALL HUNG MICROWAVE i 1 L O OUTLET " (FII I GFI o � r f ,\ b TELEPHONE ............ lb TO GL i — — . � `,/ a l e NI COMPUTER KITCHEN DISHWASHER RECEPTACLE ...UNDER SINK I � KITCHEN RAN6E ..................24 TO GL Kitchen ' ffv� TELEVISION ;; O GFI KITCHEN REFRIGERATOR ........... 48 TO GL ' �••�, ELECTRIC METER WA5HER/ORYER OUTLET ............ 48" TO GL UNDER I 6FI - - ------ GL =CENTER LINE CABINET I R-- - --� __ ELECTRIC PANEL LIGHTING \ �. I I = FIELD VERIFY i I HVAC GK ' ><� \ I �— 2 = MASTER BATH STANDARD 30" H16H I ABOVE • GEILIN6 FAN --_-I-- A1tGR0 �I__� \ (PROVIDE ADEQUATE 5UPPORT) VANITY TO BE RAISED 4" Pantry5. --------� L ---------------� ` GEILIN6 FAN WITH INCANDESCENT i SECURITY LIGHT FIXTURE 6FI ` —1 OUTLET O IIOV DEDICATED ---�- - / I i (PROVIDE ADEQUATE SUPPORT) ,�► VENT HC)OD - - - - - , - . O VENT TO EXT / ° — — J N 1 -Car Garaine '- ,� �,CN � / W.I. C" o �. CU ti 3OA/21� 1 IF -1 O J a) _ M CV N-1 / I � =1 I 1 I «� = Li o / — -- --- -- ---A Owners Suite I , o IRRIGATION ® / L LL SYSTEM ~ I 1 i 6Hr� / / I � PROVIDE ADECMJATE SUPPORT / / PREWIRE /. / ELECT. / FIRE PRINKLER PUM • Y�'/GFI—._.._.------�•-- V�'/GFI 6F111111101 Porch 1 I�III , IIID N BSB GOAGH — . GOAL DESIGN L16HT L16HT Balcony FIRE BELL +100" A.F.F. � � www.bsbdesign.com - INSTALL PER 100 Main St. Suite 209 MANUFAGTURE'5 5P'EG. Safety Harbor, Florida 34695 813 265 4808 Main Floor Upper Floor JOB N0: 02J14020 PROJ MGR; JF DRAWN: ST CHECKED: Plan E I r' � I � I n ELEGTRIGAL PLAN EIectr caIe c TRADITIONAL ELEVATION BIRCH - LEFT O 2' 4' 8' O 2' 4' 8' 1/4" = 1'-0" AT 2204 1/4" = 1'-0" AT 2204 UP 10' = 1'-0" AT llxl`I I/8" - I'-0" AT IIxll Lot 128 Birch - Plan 1832 Traditional Elevation 2.1 UB=L #15-2802 #15-2An7 30A/2P N -3R ---------- Lanai L16HT LIGHT EIRE BELL +100" A.F.F. • - INSTALL PER MANUFACTURE'S 5PEO. Main Floor ■ I Plan-, E sectrica O 21 41 51 I/4" = I'-0" AT 2204 1/8" = 1'-0" AT UP I ELECTRICAL KEY ELECTRICAL NOTES: f a 511141 POLE OUTLET L PROVIDE AND IN5TALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET 5MOKE OETEGTOR5 A5 REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENT5 OF ALL �Wp WEATHERPROOF DUPLEX OUTLET GOVERNING GODES 2. PROVIDE AND IN5TALL GROUND FAULT �61`1 GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (CFI) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5WITGHEO DUPLEX OUTLET THE REQUIREMENTS OF ALL 5OVERNIN6 GODE5. (INSTALL UP51DE DOWN) 3. ALL 120 -VOLT, 51N6LE PHASE, 15 -420 -AMPERE BRANCH GIRGUIT5 5UPPLYIN6 OUTLETS 0 5PEGIAL PURP05E OUTLET/JUNCTION 80X IN5TALLEO IN DWELLING UNIT LIVING AREA5 4 DUPLEX OUTLET IN FLOOR 5HALL BE PROTECTED BY A L15TED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO et wZ� 220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH p Z a 5FI =_� ppl�y lL�d � a r .............................................. r----------- OVERHEAD DUPLEX CIRCUIT PER CODE. N MIX4. ELECTRICAL CONTRACTOR TO PROVIDE p oN= WALL SWITCHREQUIRED DIRECT HOOK-UP5/GUTOFF5. iq a p N j 1 1 THREE-WAY 5WITGH 5. HVAC CONTRACTOR TO VERIFY THERM05TAT z � a 3 FOUR-WAY LOCATIONS. 0 �'`' 4 5WITGH 6. ALL ELECTRICAL AND MEGHAN16AL EQUIPMENT cn Oa R RHE05TAT 5WITGH (I.E. FURNAGE5, AIG UNITS, ELECTRICAL PANELS, H w 3 Hz 5ANITARY SUMP PITS, DRAIN TILE SUMP, AND oC `a-g� DIMMER 5WITGH Q off= 1 DM WATER HEATER5) ARE %BJEGT TO p < } j j QQ REINFORCED .JUNCTION BOX RELOCATION DUE TO FIELD GONOITION5. W N o 0 Z 1. 5WITCHE5 AND GIRGUIT5 FOR OPTIONAL p no. 1. I I ' XUNDINGANDE5GENT ELECTRICAL NOT 5HOWN, COORDINATE LIGHT FIT AN OCONS _ wok WITH BUILDER. —� KLGH FIXTURE INGANDE5GENT 8. NO OI5P05AL W/ 5EPTIG 5Y5TEM, Bedroom Bedro0n12 { RECE55ED INGANDE5GENT L16HT FIXTURE RECE55ED AOJJ5TABLE EYEBALL ELECTRICAL DEVIGE5: ABOVE FINI5HED FLOOR: " M, PROVIDE ADEQUATE.��'UPPORT PREWIRE PROVIDE ADEQUATE SUPPORT INCANDESCENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL FAN W/ PREWIRE INGANDESGENT L16HT FIXTURE WALL OUTLETS OVER COUNTER ....... 48" TO GL LIGHT FAN W/ PC WITH PULL CHAIN LIGHT' EXIT L16HT REMAINING SWITCHES 48" TO GL EMERGENCY LIGHT WALL OUTLET5 .................. 12"TO GL ' BATH VANITY BRACKET OUTLET FLUORE5GENT LIGHT FIXTURE (1" ABOVE TOP OF MIRROR) ...... 80" TO GL 2 WATER SOFTENER AND SUMP OUTLET5 48" TO GL FLUORE56ENT L16HT FIXTURE WITH PULL CHAIN TELEPHONE OUTLETS .............. 12" TO GL TRACK LIGHT TELEV15ION OUTLETS .............. 12" TO GL ." LIGHT BAR EXTERIOR 6F OUTLETS .............12" TO GL 0 EXHAUST FAN (VENT TO EXTERIOR) GARAGE CFI (ABOVE GARAGE FLOOR) 48" TO GL O EXHAUST FAWL16HT COMBINATION BA5EMENT WALL OUTLETS .......... 48" TO GL HENT TO EXTERIOR) FRONT DOOR COACH L16HT ......... 12" TO GL Y1. W v, EXHAU5T FAN WITH HEAT LAMP GARAGE DOOR COACH L16HT, (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL cH GHIMES 64" TO BTM 4-0 -------------------------------- Z �Op6 PU5HB1)TT0N 5WITGH DINING AND BREAKFAST FIXTURE .....OF FIXTURE , ® SMOKE DETECTOR "1611 TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE Bath Ho HEAT DETECTOR THERMOSTAT ...................54 TO GL ® GO DETECTOR DOORBELL GHIMES ............... 84" TO GL �`� V • CARBONLEVEL W/ MONOXIDE DETECTOR DOORBELL BUTTON ...............OR HANDLE f d _ Ocoso AND 5MOKE DETECTOR o o TQ THERM05TAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL KITCHEN WALL HUNG MICROWAVE La n r Q SPEAKER OUTLET ................. .....16"TO GL K1 TELEPHONE - / KITCHEN DISHWASHER RECEPTACLE ...UNDER SINK • H COMPUTER KITCHEN RANGE .................. 24"TO GL TELEV15ION KITCHEN REFRIC7ERATOR 48" TO GL ?. �D ELECTRIC METER WASHER/T7RYER OUTLET ............ 48"TO GL _ _ _ G1=) ELECTRIC PANEL GL = CENTER LINE N _ - _- - HY DECK F`-! I = FIELD VERIFY ■ A VE ' �� i / \ CEILING FAN 2 =MASTER BATH STANDARD 30" HIGH (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RA15ED 4" Lm 5EGURITY----=---------- ( CEILI FIXTURE V41TH INGANOE5GENT OUTLET O _609 -(PROVIDE ADEQUATE 5UPPORT) 1 Q N i (n W. 1.C. �■�■ ~ 0 Lo 0 EM= 0IlJa� � — M CV CU = Ll ~o r—i' -- -- -- ---- --I .c_ '14 cc c Owners Suite � =� o V FAN - LO co • W/ 1 � ' � �i �`• \ PROVIDE `ADEQUATE SUPPORT 1 ..� ..... • '1111'. W/CFI \ ---- ----a ISI�=miG u "i"uc o BSB DESIGN lv�_Icon 0 www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 Upper Floor JOB N0. 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: Electrical P TPLAN TRADITIADITI GAL ONAL ELEVATION BIRGH - RIGHT 0 2' 4' 8' 1/4" = 1'-0"AT 2204 I/8" = I'l AT Iixl r LOt 129 ELECTRICAL KEY ELECTRICAL NOTES: �$ 51N6LE POLE OUTLET I. DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER ltcw WEATHERPROOF DUPLEX OUTLET 2 6FI GROUND -FAULT GIRGUIT-INTERRUPTER - DUPLEX OUTLET HALF-5WITGHED DUPLEX OUTLET (I145TALL UP51DE DOWN) 3 YVP/GSI ® 5PEGIAL PURP05E OUTLET/JUNCTION BOX �.,� �___, _- - ---, :C� DUPLEX OUTLET IN FLOOR — — — — — — — -f- - — — — I 0 220V 220 VOLT OUTLET banal I Porch � ® OVERHEAD DUPLEX 4. I+ WALL 5WIT614 � • - THREE-WAY 5WIT6H 5. J FOUR -NAY, sWITGH hP/GSI I I YIP/GFS _4 RHE05TAT 5WITGH 6 `DIMMER 51AIITGH o o QQ REINFORCED JUNCTION BOX �-- r 3 • � . _,,, MULTIMEDIA � • � ' CEILING MOUNTED INCANDESCENT . CHASE TUBE �- T _ - -�- --yi - — — — — L16HT FIXTURE I / 1.� I i ' / I WALL MOUNTED INGANDE56ENT 8 Family I "� / LIGHT FIXTURE I RECE55ED INGANDE5GENT LIGHT FIXTURE — PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETEGTOR5 A5 REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODE5 PROVIDE AND INSTALL 6ROUND FAULT GIRGUIT-INTERRUPTERS (6FI) A5 REQUIRED BY NATIONAL ELECTRIC CODE (NEG) AND MEETING THE REQUIREMENTS OF ALL 60VERNIN6 GODE5. ALL 120 -VOLT, 51NGLE PHASE, 15 -$20 -AMPERE BRANGH GIRGUIT5 5UPPLYIN6 OUTLETS IN5TALLED IN DWELLING UNIT LIVIN6 AREAS 5HALL BE PROTECTED BY A L15TED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CODE. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP5/GUTOFF5. HVAG CONTRACTOR TO VERIFY THERM05TAT LOGATION5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNAGE5, A/C UNITS, ELECTRICAL PANEL5, SANITARY SUMP PIT5, DRAIN TILE SUMP, AND WATER HEATER5) ARE 5UBJE6T TO RELOCATION DUE TO FIELD CONDITIONS. 5WITCHE5 AND GIRGUIT5 FOR OPTIONAL ELECTRICAL NOT 5HOWN, COORDINATE LOCATIONS WITH BUILDER. NO 1?15PO5AL W/ 5EPTIG 5Y5TEM. I / O Y M 1I" �" \ I REGE55ED ADJUSTABLE EYEBALL .\ FAN � \�' ® � ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: LIGHT I / L Suite 1 INCANDESCENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 4S" TO GL I I INCANDESCENT LIGHT FIXTURE WALL OUTLET5 OVER COUNTER ....... 4S" TO GL IPC WITH PULL CHAIN .a 1--0 EXIT LIGHT REMAINING 5WITGHE5 ............. 48" TO GL EMER6ENGY L16HT WALL OUTLET5 ..................12" TO GL PROVIDE ADEQUATE SUPPORT / I \ / PROVIDE ADEQUATE W*R1` _-- BATH VANITY BRACKET OUTLET 1 PREWIRE +65 � ....- • -- . -- . -- ..." . _ O I PREWIRE I �=_=-___=,,; FLUORESCENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO GL'2 `. `n I I WATER 5OFTENER AND SUMP OUTLETS 48" TO GL I FLUORE5GENT L16HT FIXTURE WITH PULL CHAIN TELEPHONE OUTLET5 .............. 12" TO GL _-- MULTIMEDIA \ L "= TRACK LIGHT TELEV15ION OUTLET5 .......12" TO GL - CHASE TUBE JAI — — -4 — — — — - L16HT BAR EXTERIOR 6F1 OUTLETS • ............ 12" TO GL 0 EXHAUST FAN (VENT TO EXTERIOR) 6ARA6E 6FI (ABOVE 6ARA6E FLOOR) 48 TO GL EXHAUST FAN/LI6HT COMBINATION BASEMENT WALL OUTLET5 .......... 48" TO GL -- -- T I�- (VENT TO EXTERIOR) FRONT DOOR. COACH LIGHT ......... 12" TO GL ----T 2_ y EXHAU5T FAN WITH HEAT LAMP GARAGE DOOR COACH L16HT, - - - - - -- L I (VENT TO EXTERIOR) Cafe (ABOVE GARAGE FLOOR) ....... 84" TO GL V' \ cH GRIMES 64" TO BTM ®i I PUSHBUTTON 5WITGH DININ6 AND BREAKFA5T FIXTURE ..... OF FIXTURE • ` . _ I su SMOKE DETECTOR FOYER AND STAIRWAY FIXTURE O IX BTM ...... OF FIXTURE HEAT DETECTOR THERMOSTAT ...................54 TO GL CO DETECTOR DOORBELL GHIME5 ......... • ..... 84" TO CL \ CARBON MONOXIDE DETECTOR LEVEL W/ � O DOORBELL BUTTON ...............DR HANDLE � GFI •� � � - - coso AND SMOKE DETECTOR i r� n p i - 1 �7' TO THERMOSTAT KITCHEN HOOD FAN "WHIP" ..... • .... 66" TO GL Laundry ! �^'{��I s 5PEAKER KITCHEN WALL HUN6 MIGROWAVE Ai \ CSI _ GFS ->Uhi i1 i OUTLET ...................... "16" TO GL --=-�- I b TELEPHONE L _ ____y KITCHEN D15HWA5HER RECEPTACLE UNDER SINK GSI - -J N COMPUTER 0O0 __ _ ------------------------ , � i I ® TELEVISION KITCHEN RANGE ....:............. 24" TO GL KITCHEN REFR16ERATOR ........... 48 TO GL W I C t ELECTRIC METER WA5HER/DRYER OUTLET ............ 48"TO GL . i � I GFI Kitchen ;_ 20. e ELECTRIC PANEL GL = CENTER LINE I = FIELD VERIFY GEILING FAN 2 = MASTER BATH 5TANDARD 30" H16H lit-AIOFnV.a.-r0 I ( fpanvmF Ar)Fm)ATF C41PPOPT) VANITY TO BE RA15ED 4" Traditional Elevation SANFORD #15-2802 r O Z o nz� O oa5 CN CN Woo o iJ) ti ~ ti &Wa a O O O Co N C34 d0 0N= z ..J LL_ ti _ C:> <m 7 0 ) C5 C CU (� FO< W Fa ", czga H Q d o�LLJ_ W 00-0 Z<a aQv=i N _ g r O O O O CN CN iJ) ti ~ ti CU r O O O Co N C34 . 3 ..J LL_ ti _ C:> ) C5 C CU LO lilii mimmui 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: ELECTRICAL PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 130 Redwood -Plan 1943 E2.1 UR=L #15'2807 COACH L16HT ELECT. I METER I 1 I •I 1 1 �1 1 COACH LIGHT M.p. � .Nrnn^iN,+rvw.faAn�'n. wm"�xWWr.mrmwn..w._._.....,....__.......,,_ .......--_ ..._,_., .._ ........................1 �. MNmwaw+u.vHdvwuwwuw....w� .nw-r.+w*reurver,nr .a.r._ ••••....•.. ••_ • ' ., ✓ mmwx..,rv"...Ynw.W.mw,,„,.,,_.�.. �,..w w::vse,rsm+.^^.M.uW'o. ELECTRICAL KEY ELECTRICAL NOTES: F& 51N6LE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTOR5 A5 REQUIRED BY NATIONAL FIRE PROTECTION A5506IATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL WEATHERPROOF DUPLEX OUTLET GOVERNING GOOE5 30A/2PWP 2. PROVIDE AND IN5TALL 6ROUND FAULT N -3R 6FI GROUND -FAULT GIRGUIT-INTERRUPTER CIRCUIT -INTERRUPTERS 01) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETIN6 / HALF -SWITCHED DUPLEX OUTLET THE REQUIREMENT5 OF ALL GOVERNING GODE5. (IN5TALL UP51DE DOWN) 3. ALL 120 -VOLT, 51NGLE PHASE, 15-420-AMPERE BRANCH GIRGUIT5 5UPPLYIN6 OUTLET5 ® SPECIAL PURPOSE OUTLET/JUNCTION BOX IN5TALLEO IN DWELLING UNIT LIVING AREAS — DUPLEX OUTLET IN FLOOR 5HALL BE PROTECTED BY A LI5TED ARG -FAULT • - i �220V 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION TYPE TO •,, _ I PROVIDE PROTECTION OF THE ENTIRE BRANCH Great Room - ,� I I ® OVERHEAD DUPLEX CIRCUIT PER CODE. / — -"• — — — — - — — — I 4. ELECTRICAL CONTRACTOR TO PROVIDE I 1 lal . _ . I i �^- REQUIRED DIRECT HOOK-UP5/GUTOFF5. MULTIMEDIA I \ i WALL SWITCH CHA5E TUBE I I THREE-WAY 5WITGH 5. HVAC CONTRACTOR TO VERIFY THERM05TAT •y. I I 3 PROVIDE ADEQUATE SUPPORT I I I LOCATIONS. �4 FOUR-WAY 5WITCH 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT / PREWIRE Ii I i \ RHE05TAT 5WITGH (I.E. FURNAGES A/C UNITS ELECTRICAL PANELS FAN W/ / owners SU'ite\ I I R - - , W1CFI / LIGHT 1 I I ® I I SANITARY SUMP PITS, DRAIN TILE SUMP, AND \ I DM DIMMER 5WITGH / PAN W/ I I I WATER HEATER5) ARE 5UBJEGT TO / I L G L T ITY I I OO REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD GONDITION5. �E I I 1 5WITGHE5 AND GIRGUIT5 FOR OPTIONAL bUTI I GEILI% MOUNTED INGANDE5GENT ELECTRICAL NOT 5HOWN COORDINATE \ MULTIMEDIA � +65 - LIGHT FIXTURE ! +b� I I I / I LOCATIONS WITH BUILDER. GHA5E TUBE I I I 8. NO 015PO5AL W/ 5EPTIG 5Y5TEM. / I ,. PROVIDE ADEQUATE SUPPORT I �r ._ / I (� WALL MOUNTED INCANDESCENT I I \ ' I i � Y LIGHT FIXTURE \ PREWIRE I RECE55ED INCANDE5GENT LIGHT FIXTURE • `/ / 1 RECESSED ADJUSTABLE EYEBALL ELECTRICAL DEVIGE5: ABOVE FIN15HED FLOOR: / / • � . �.. • .�. I , .... �\ � I I INCANDESCENT LIGHT FIXTURE 48 TO GL • �, . I I I i SWITCHES OVER COUNTER :: / _ • \/ (� INGANDE5GENT L16HT FIXTURE WITH PULL CHAIN WALL OUTLET5 OVER COUNTER ....... 48" TO GL I_---------�.. YPG � A� - F-0 EXIT L16HT REMAININ6 5WITGHE5 ............. 48" TO GL EMERGENCY LIGHT WALL OUTLET5 .................. 12" TO GL ,� .... • .� . ` BATH VANITY BRACKET OUTLET Cafe \' Laundr L� __-- - FLUORE5CENT L16HT FIXTURE (I" ABOVE TOP OF MIRROR) ......80" TO GL'2 \ WATER SOFTENER AND SUMP OUTLETS 4b" TO GL FLUORESCENT LIGHT FIXTURE / \ WITH PULL CHAIN TELEPHONE OUTLETS .r•--. .............. 12"TOLL , .............12 TO GL `• .. 3►1 TRACK LIGHT TELEVISION OUTLET5 �: m I ----- L16HT BAR EXTERIOR 6FI OUTLET5 .... " .........12 TO GL I Q EXHAU5T FAN (VENT TO EXTERIOR) 6ARA6E 6FI (ABOVE 6ARA6E FLOOR) 48" TO GL Owners B l :� EXHAU5T FAN/LI6HT GOMBINATION BA5EMENT WALL OUTLETS ......48 TO GL (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT ........ 12" T \ � O GL EXHAU5T FAN WITH HEAT LAMP GARAGE DOOR COACH LIGHT, �•.. _ ..� J "�"� (VENT TO EXTERIOR) (ABOVE 6ARA6E FLOOR) • ...... 84 TO GL cH CHIMES 64" TO BTM \ �Pg PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE .... OF FIXTURE \ ~ W, TO BTM SMOKE DETECTOR - v I FOYER AND 5TAIRWAY FIXTURE ...... OF FIXTURE HEAT DETECTOR THERM05TAT ...........54" TO GL _- • �.. O co GO DETECTOR DOORBELL GHIMES ......... ® I � ......84"TO LL CARBON MONOXIDE DETECTOR LEVEL W/ Loft DOORBELL BUTTON ............... DR HANDLE — — — — — � — �"'I I Ocoso AND SMOKE DETECTOR A iC THERMOSTAT #,. KITCHEN HOOD FAN "WHIP" .......... 66" TO GL / �n l l �- I� . TQ PEPIID GFI — — — L_ `P I KITCHEN WALL HUNG MIGROWAVE 15FI � _._ .._ - `� X / �s 5PEAKER OUTLET ...................... 76" TO GL FAN WHVAC GK 1 b TELEPHONE -- LIGHT ABOVE \ KITCHEN D15HWA5HER RECEPTACLE ... UNDER 51NK 000 N COMPUTER KITCHEN RAN6E .................. 24"TO GL I TELEV15ION KITCHEN REFRIGERATOR 48" TO G ELECTRIC METER WA5HER/DRYER OUTLET ............ 48" TO GL • / Kitchen �• • ��\.I ' -�� \ \ ELECTRIC PANEL GL = CENTER LINE IDE ADEQit - I = FIELD VERIFY PREWI .-- GEII_IN6 FAN 2 = MA5TER BATH 5TANOARD 30" H16H UND CABINET _... �� 'VANITY TO BE RAISED 4.. LI6HTIN6 (PROVIDE ADEQUATE SUPPORT) POw / GEILIN6 FAN WITH INCANDE56ENT -----�F�-LIGHT FIXTURE / (PROVIDE ADEQUATE SUPPORT) ✓2P I IOV DEDICATED \ / Z VENT HOOD / LIGHT \ \ / PROVIDE ADEQUATE SLWORT 2 -Car Game PREWIRE, Bath 2 - Bedroom 2 Una r ILC_------^� I Om !^V W.I.C. FIRE SPRINKLER PUMP FIRE BELL +100 A.F.F. I - - - - - PROVIDE ADEQUATE SUPPORT - IN5TALL PER \ I W.I.C.1: MANUFACTURE'5 5PEG. \ I i�12EWIRE e Bedroom 3 -_� -------------- _ -____L---------------- J.--. 610 H L16HT Main Floor Upper Floor .Electrical ect ical Pian Electrical P..Ian0 21 41 _........... O 21 4 g' 1/4 - 1'-0" AT 2204 " 8 - 1-O AT xl-i I/4 1'-0" AT 22x34. / II " - 1'-0" AT l lxi1 .10 U- ANPORD 'ja d' R. c iD AWWWOW11 two $'®r'0 wZN zap r O L �Z� 04 0 d S �za Oi 0 CV CD N 0F)Z �U-)o LA Q ca J I*-- 04 N = m aQd N Z LU�m0 Jti 0 O 5 �. -CU z a H 00- ad w W h_ � wgd G o"" W z$a d� �/� N W �00 n R. c iD AWWWOW11 two $'®r'0 a 0 L Lm 0 O CV CD N �U-)o Q ca J I*-- 04 N = m CD CU Jti 0 5 �. -CU H III ��IY��kl 1911111111111IIIIII'�IIrIN'�l 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: -- ELECTRICAL PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 131 Willow - Plan 2059 2.1 UW=L #15-2802 #15'2807 7/5" THK. GEMENT BASED PLA5TER FIN15H (PER A5TM G -q26) ON PAPER BACKED GORRO510N 77 RE515TANT, EXPANDED METAL LATH OVER WEATHER RE515TIVE BARRIER EXTERIOR 5HEATHIN6 PER 5TRUGTURAL., TYP. i TYPICAL EXTERIOR WALL GON5TRUGTION - 5EE 5TRUGTURAL FOR ATTACHMENT 4" WIDE SELF ADHERIN6, SELF HEALING s WATERPROOF MEMBRANE OVER TRANSITION i JOINT i 5EE ELEVATION5 - - - - BEARIN6 -7711 LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED A5 SHOWN, TYP. ' GORRO510N RE515TANT _ EXPAN51ON JOIN / WEEP 5GREED, TYPICAL h, 5/S" THICK GEMENT-BA5ED PLA5TER FIN15H (PER ASTM G -q26) ON CONCRETE MA50NRY UNIT GON5TRUCTION D f STUCCO EXPANSION JOINT WEEP SCREED DETAIL 6 5GALE: , =I,-0" HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 3S" IN HE16HT ABOVE THE STAIR NOSING. HANDRAIL5 5HAL1- BE GONTINUOU5 PER FLIGHT OF 5TAIR5. MATCH HE16HT HANDRAIL5 SHALL BE 1 1/2" CLEAR OF ALL ADJACENT OF BA5EBOARD FIN15H MATERIALS AND EN05 SHALL RETURN TO WALL OR TERMINATE 1 1/4"-2" 1N GRO55 5EGTIONAL DIMEN510N, OR APPROVED EQUIVALENT, IN NEWEL POSTS OR SAFE TERMINAL5. HANDRAIL5 SHALL BE z z AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. CO c1 < 5TAIR AND RAILIN6 5UPPLIER INSTALLER SHALL 5AT15FY ALL v TYP1l� BUILDING DEPARTMENT APPROVAL REQUIREMENT5 FOR THE PRODU6T5 THEY PROVIDE OR 1N5TALL. J 51MULATED 5TONE VENEER ON PAPER BACKED GORRO51ON RE515TANT, EXPANDED METAL LATH OVER 4. i77 WEATHER RE515TIVE BARRIER EXTERIOR 5HEATHIN6 PER 51-RUGTURAL., TYP. a i TYPICAL EXTERIOR WALL GON5TRUGTION - 5EE 5TRU6TURAL FOR ATTACHMENT q 4 WIDE SELF ADHERING, SELF HEALIN6 WATERPROOF MEMBRANE OVER TRAN51TION i JOINT i d. ,d.5EE ELEVATIONS _... BEARIN6 LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLAN6E Q OF 5GREED A5 5HOWN, TYP. GORRO51ON RE515TANT x EXPAN51ON JOIN / WEEP - 5GREED, TYPICAL 51MULATED 5TONE VENEER ON f ` CONCRETE MA50NRY UNIT r - GON5TRUGTION b __. SIMULATED STONE EXPANSION JOINT�/WEEP SCREE�DDE TAIL : =I'-0" METAL OR WOOD TOP RAIL A5 5ELECTED BY OWNER 4 CONTRACT METAL OR WOOD BALU5TER5 A5 SELECTED BY OWNER $ CONTRACTOR r - - - - - - THE HANDRAIL CONSTRUCTION SHALL BE 56ALE: 1 1/2" = 1'-0" 56ALE: 1 1/2" = 1'-0" 1 1/4" MIN. - 2" MAX. 1 1/4" z L EXPAN51ON ABLE TO RE515T A LOAD OF 200 L65 APPLIED IN o FIN115HED 5URFAGE _ CARPET AP GUARDRAILS ANY DIRECTION AT ANY POINT ALON6 THE TOP RAIL.d 3/4" PLYWOOD TREADS � WALL BRACKET AT 4'-0" 2x FRAMING m PAINT GRADE 6 P EQ. TREADS 200 Ibs 5EE P N WOOD BA5E W/BULLNO5E EDGE � O.G., MAX. U) SHALL NOT BE DIRECTION GYP. BD. z _ am_ O LE55 THAN 36" IN HEIGHT. ANY w < z� oo, W 2x BLK'G OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR .. _ P)r= O Ix PAINT 6RADE 5KIRT 2x12 NOTCHED 5TRIN6ER -► �X. AN ORNAMENTAL PATTERN 5UGH THAT A Lwr w 4" SPHERE '370 FLOOR FRAMING cv V<4 4" DIAMETER 5PHERE CANNOT PA55 THROU6H. w MAY NOT PASS'' o 0 r BALU5TER5 5PAGED � 0 THROUGH 1/2" 6YP BD / LU THE GUARDRAIL GON5TRUGTION SHALL BE ` -" - - 6" SPHERE 2x4 5TUD5 AT I6" O.G. AT 4 3/4" O.G. MAX. ABLE TO RE515T A CONCENTRATED MAY NOT PAS 5/6" TYPE "X" 6YP. BD. / 2x12 NOTCHED 5TRIN6ER LOAD OF 200 LB5 IN ANY DIRECTION N THROUGH 5/8" TYPE "X" 6YP BD AT ALL WALL5 AND GEILIN6 / / _ z TH15 DIA6RAM AT ENGL05ED U5ABLE OF ENCL05ED U5ABLE 5PAGE THE TRIANGULAR OPENINC75 ILLU5TRATE5 THE 5PEGIFIG 5PAGE5 BENEATH 5TAIR5 UNDER 5TAIR AT 5TAIR TREAD, R15ER, I$ REQUIREMENT5 OF THE INSTALL 2X FIRE STOP AT BOTTOM SHALL BE 5UGH BUILDIN6 CODE AND 15 MID SPAN OF STRINGER THAT A 6" DIAMETER ONLY AN AID FOR 5PHERE CANNOT PA55 THROUGH. BUILDING DE516N AND (3) 2X12 5TRIN6ER5 TYP. GON5TRUGTION. STRINGER/LANDING DETAIL g HANDRAIL/GUARDRAIL CODE DATA 5 _ n HANDRA ti XPAN51 ON GAP (TYP) r--N�HANUHAIL SKIRT/WALL DETAIL 1,-A� FLOOR/STRINGER DETAIL 5GALE: 1 1/2" = 1'-0" FINISHED 5URFA6E 11 T 11 IL/GUARDRAIL DETAIL EQ. TREADS 3/4" PLYWOOD TREA05 5EE PLA _ - N z a 3/4" LU TYP es � 5/8" PLYWOOD R15ER5 (TYP) I i 2x12 NOTCHED 5TRIN6EREXPANSIDN GAP (TYP.) / / / / l 5/8" TYPE "X" 6YP. BD. AT ALL WALL5 AND GEILIN6 OF ENGL05ED USABLE 5PAGE UNDER 5TAIR (3) 2X12 5TRIN6ER5 TYP, .t d' 56ALE: 1 1/2" = 1'-0" 56ALE: 1 1/2" = 1'-0" 1 1/4" MIN. - 2" MAX. 1 1/4" MIN. - 2" MAX. 1 1/2" GLR. HARDWOOD TOP RAIL o FIN115HED 5URFAGE _ 3/4" PLYWOOD TREADS � WALL BRACKET AT 4'-0" 2x FRAMING ^Za 00Z EQ. TREADS 5EE P N O.G., MAX. U) GYP. BD. z _ am_ O IxIO 5KIRT BOARD w < z� oo, W 2x BLK'G .. _ TYF O ~ Lwr w O ~LU cv V<4 w o 0 O BALU5TER5 5PAGED � 0 LU ` -" - - AT 4 3/4" O.G. MAX. 2x12 NOTCHED 5TRIN6ER ¢ua N z _ z 2x12 5TRIN6ER (3 STRINGERS MIN. AT EACH 5TAIR RUN) z 5/6' PLYWOOD R15ER5 r --1 �r �d 5EGURE NOTCHED 5TRIN6ER TO SILL 2x4 5PAGER PLATE WITH FRAMIN6 ANGHOR5. 5EGURE _ PLATE TO SLAB WITH 5LOT PINS. - - - - - - - - -, ALL WOOD IN DIRECT CONTACT WITH STAIR MTD WALL MTD CONCRETE TO BE PRE55URE TREATED 5/8" TYPE "X" 6YP. 60. OR PROVIDE IMPERVIOUS MEMBRANE AT ALL WALL5 AND CEILING SEPARATION A5 ALLOWED BY CODE. OF ENCL05ED U5ABLE (3) 2X12 5TRIN6ER5 TYP. 5PAGE UNDER 5TAIR ti XPAN51 ON GAP (TYP) r--N�HANUHAIL SKIRT/WALL DETAIL 1,-A� FLOOR/STRINGER DETAIL 5GALE: 1 1/2" = 1'-0" FINISHED 5URFA6E 11 T 11 IL/GUARDRAIL DETAIL EQ. TREADS 3/4" PLYWOOD TREA05 5EE PLA _ - N z a 3/4" LU TYP es � 5/8" PLYWOOD R15ER5 (TYP) I i 2x12 NOTCHED 5TRIN6EREXPANSIDN GAP (TYP.) / / / / l 5/8" TYPE "X" 6YP. BD. AT ALL WALL5 AND GEILIN6 OF ENGL05ED USABLE 5PAGE UNDER 5TAIR (3) 2X12 5TRIN6ER5 TYP, .t d' WZw ZZ� o _ � ^Za 00Z 0 ao U) Wim~ z am_ O z� oo, W a Lwr w V<4 0 O LU zo° ¢ua N a¢N �I r m m .� r N rg m ® ® •he, c y Oil O v, Lm LmO O CN -0 CN � LO O J� , � — M CV . u J ti LL.O /5 C LO C0 c - LO M Il l�l�llil�ll�ll �� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROD MGR: JF DRAWN: ST CHECKED: -- STAIR DETAIL5 I tLANDING/STRINGER DETAIL 6V'LDIIVG 5GALE: 1 1/2" = 1'-0" SANS=ORD off,, ,� LOT 126-131 Details. D1 .1 #15-2802 #15'2807 FIBERGLASS ROOF 5HIN6LE5 OVER 30# FELT. INSTALL PER MANUFACTURERS 8" SPEGIFIGATIONS PREFINISHEO METAL DRIPFIBER6LA55 ROOF SHINGLES OVER 30# E06E OVER PREFIN15HED ___ _____^-------------- FELT. INSTALL PER MANUFACTURERS ALUMINUM WRAPPED IX2 SPECIFICATIONS OVER 2X6 W. FASCIA u II II II II CONTINUOUS PERFORATED ALUMINUM, a PREMANUFAGTURED INSULATION VERIFY 12 OR VINYL SOFFIT, TYP. i J BAFFLE BETWEEN EACH TRUSS PER II PRE-ENGINEERED WOOD TRU55E5 ELEVATION u SEE STRUCTURAL AND TRU55 SEE STRUCTURAL / TRUSS II DRAWINGS FOR 5PAGIN6 AND T ENGINEERING DRAWINGS FOR ii CONNECTION DETAILS GABLE END FRAMING CONDITION, u TYP. • __5EE ELEVATIONS FOR _ _ _ _ _ � 5EE ELEVATIONS FOR BEARING HEIGHT♦ i BEARIN6 HEIGHT ♦ ° �� PREFIN15HED METAL DRIP R30 BLOWN ii R30 BLOWN E06E OVER PREFIN15HED R30 CELLULOSE INSULATION II CELLULOSE INSULATION ALUMINUM WRAPPED IX2 - 1 ii OVER 2X6 W. FASCIA i ii I/2" GYPSUM I/2" 6YP5UM li WALLBOARD OR I/2" WALLBOARD OR 1/2" CONTINUOUS VINYL DRIP - _. �I GEILIN6 BOARDCEILING BOARD TYPICAL AT DIFFERING - SUBSTRATES FIBERGLASS ROOF SHINGLES OVER 30# CONTINUOUS PERFORATED ALUMINUM, it FELT. INSTALL PER MANUFACTURERS q I/2" GYPSUM OR VINYL SOFFIT, TYP. h 1/2" GYPSUM SPECIFICATIONS q WALLBOARD OVER 2X i WALLBOARD OVER 2X WOOD STUD FRAMING WOOD STUD FRAMING 1/8"THK GEMENT BASED PLASTER FINISH r I/8"THK GEMENT BASED PLASTER FINISH PREMANUFAGTURED INSULATION (PER ASTM G-g2(b) ON FELT BACKED 11 (PER ASTM G -q26) ON FELT BACKED I BAFFLE BETWEEN EACH TRU55 GORRO51ON RE515TANT LATH OVER i CORROSION RESISTANT LATH OVER I WEATHER RE515TIVE BARRIER OVER I WEATHER RE515TIVE BARRIER OVERPRE-ENGINEERED WOOD TRU55E5 5HEATHIN6 AND WALL FRAMING PER h FLOOR 5HEATHIN6 5HEATHIN6 AND WALL FRAMIN6 PER it FLOOR SHEATHING SEE STRUCTURAL AND TRU55 STRUCTURAL. OVER ENGINEERED STRUCTURAL. OVER ENGINEERED DRAWINGS FOR 5PAGIN6 AND h FLOOR 5Y5TEM PER h FLOOR SYSTEM PER CONNECTION DETAILS STRUCTURAL It STRUCTURAL j,5EE ELEVATIONS FOR _ _ _ i -,—d.5EE ELEVATIONS FOR _ _ _ _ _ SEE ELEVATIONS FOR FINISH FLOOR HEIGHT i FINISH FLOOR HEIGHT i BEARIN6 HEI6HT Nu E06E OVER PREFINISHEO q II ALUMINUM WRAPPED IX2 OVER 2X6 NO. FASCIA _ SEE ELEVATIONS FOR _ _ ' _ -6,5EE ELEVATIONS FOR NE_HEIGHT BEARIN6 HEIGHT R30 BATT INSULATION R30 BATT INSULATION 5/8" GYPSUM 5/8" GYPSUM CONTINUOUS PERFORATED ALUMINUM, CONTINUOUS GORRO51ON WALLBOARD OR I/2" CONTINUOUS CORROSION WALLBOARD OR 1/2" OR VINYL SOFFIT, TYP. GEILIN6 BOARD GEILIN6 BOARD RESISTANT DRIP -TYPICAL AT RESISTANT DRIP -TYPICAL AT DIFFERING SUBSTRATES DIFFERING SUBSTRATES MASONRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS MASONRY TIE BEAM- MASONRY TIE BEAM - SEE STRUCTURAL DRAWINGS I/2" GYPSUM SEE STRUCTURAL DRAWINGS I/2" GYPSUM WALLBOARD OVER P.T. WALLBOARD OVER P.T. 5/8"THK GEMENT BASED PLASTER FIN15H IX2 FURRIN6 STRIPS d 5/8"THK GEMENT BASED PLASTER FIN15H IX2 FURRING 5TRIP5 d 5/8"THK GEMENT-BASED PLASTER FINISH (PER ASTM G -q26) ON CONCRETE R4.1 FOIL INSULATION (PER ASTM G -q26) ON CONCRETE R4.1 FOIL INSULATION (PER ASTM G-q2(b) ON CONCRETE MA50NRY UNIT CONSTRUCTION MASONRY UNIT CONSTRUCTION MA50NRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP i -v'\ BASE TRIM SELECTED BASE TRIM SELECTED BY OWNER BY OWNER GORRO51ON RE515TANT FLOOR FINISH FLOOR FIN GORRO51ON RE515TANT ISH GORRO51ON RESISTANT WEEP SCREED - TYPICAL SELECTED BY OWNER WEEP 5GREED - TYPICAL SELECTED BY OWNER WEEP 5GREED - TYPICAL 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH WALL SURFAGE 1011 +01-016 +01-011 FINISH FLOOR FIN15H FLOORFINISH FLOOR _ - z A55UMEP FIN15HED ASSUMED FINISHED ��'f�/f�ff\f/\/f off\ A55UMED FINISHED \\\\\\ \\\ \\ GRADE GRADE �,\\y > \\ \\ „ i `/fey\/ /\\jj`�y �y ;,r TYPIGAL FOOTIN6 5EE / / / / < r �,%// //// </ ! - TYPIGAL FOOTING SEE /."/,.,/i //\, f f/�f/ f/, !, %/ i , TYPICAL FOOTING SEE / fj STRUCTURAL FOR SIZE d ��f� \/\ \\,�\\/\ /\\ \`. `w / // /f\y/\� STRUCTURAL FOR SIZE d ;" //� , //\/\i\/ \, STRUGTURAL FOR SIZE d REINFORCING / \/\f\�\%\ REINFORCING REINFORGIN6 NOTE: / \/\f\//\//\//\ NOTE: \ \ \ \ \ \f\f/\,/\//\// NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL /i\/\/!/\/\/\/ /\f`�/i\/\� ALL ROOFING MATERIAL (PER ELEVATION) SHALL r�//\//\/f\//\/\/,�\//\//\/j\/f\ ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURERS INSTALLATION/AXBE INSTALLED PER MANUFACTURERS INSTALLATION BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS -VERIFY ROOF 5HEATHIN6 WITH INSTRUCTIONS- VERIFY ROOF SHEATHING WITH INSTRUCTIONS- VERIFY ROOF SHEATHING WITH STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS FIBER6LA55 ROOF 5HIN6LE5 OVER 30# FELT. INSTALL PER MANUFACTURERS SPECIFICATIONS VERIFY PREMANUFAGTUREO INSULATION PER 12 BAFFLE BETWEEN EACH TRUSS ELEVATION PRE-ENGINEERED WOOD TRU55E5 SEE STRUCTURAL AND TRUSS ORAWIN65 FOR 5PAGIN6 AND CONNECTION DETAILS _SEE ELEVATIONS FOR BEARIN6 HEIGHT R30 BLOWN PREFIN15HED METAL DRIP GELLUL05E INSULATION EDGE OVER PREFIN15HED ALUMINUM WRAPPED IX2 OVER 2X6 NO. FASCIA 1/2" 6YP5UM - — SEE ELEVATIONS FOR _ WALLBOARD OR I/2" T.O. WINDOW GEILIN6 BOARD Q7 CONTINUOUS PERFORATED ALUMINUM, OR VINYL SOFFIT, TYP. 1/2" 6YP5UM WALLBOARD OVER P.T, IX2 FURRING STRIPS d R4.1 FOIL INSULATION MASONRY REINFORCED CONTINUOUS TIE BEAM - SEE STRUCTURAL DRAWINGS 5/8"THK GEMENT-BASED PLASTER FIN15H (PER ASTM G -q26) ON CONCRETE MASONRY UNIT CONSTRUCTION. PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP— zo BASE TRIM SELECTED BY OWNER FLOOR FINISH GORRO51ON RE515TANT SELECTED BY OWNER WEEP 5GREED -TYPICAL 6 MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH WALL SURFACE +0'-0" - —FINISH FLOOR - - - - z A55UMED FINISHED / TYPIGAL FOOTING 5EE STRUGTURAL FOR 51ZE 4 \f\\f\\/\ ,` REINFORGIN6 NOTE: / / / / / / / / f /.•,,, ALL ROOFIN6 MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER'S INSTALLATION INSTRUCTIONS- VERIFY ROOF 5HEATHIN6 WITH STRUCTURAL DRANIN65 VERIFY 12 PER ELEVATION R30 BLOWN CELLULOSE INSULATION I/2" GYPSUM WALLBOARD OR I/2" GEILIN6 BOARD 1/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRIN6 STRIPS d R4.1 FOIL INSULATION BASE TRIM SELECTED BY OWNER FLOOR FINISH SELECTED BY OWNER 6 MIL VAPOR BARRIER TWO STORY WALL SECTION TWO STORY WALL SECTION SONE STORY MASONRY WALL ONE STORY MASONRY WALL J SCALE: 3/4"=1'-0" SCALE: 3/4"=I' -O" c 0 ® r- •: �` ao cv • n:. C-4 % +q Lo�4 ®®® % IL G 0 Lm Lm0 O O . N N L. cn ~ OCU ti O — M N Cfl c- J O C L CU Lo CU 1 I� IIIIII'li °'''I' IIItiI II 1111110111 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: WALL DETAILS FIBER6LA55 5HIN6LE5 giJ I Lp�,y SAN ORAD LOT 126-131 Details. D1.2 #15-2802 # 7 p 0 7 T_ =a� Q7 U Z oUz /1 Q KWQ � ao O z am= <m O z 00� C/i a a W W w3¢ Ira o20 W ozo 0 QUd aaN N goo c 0 ® r- •: �` ao cv • n:. C-4 % +q Lo�4 ®®® % IL G 0 Lm Lm0 O O . N N L. cn ~ OCU ti O — M N Cfl c- J O C L CU Lo CU 1 I� IIIIII'li °'''I' IIItiI II 1111110111 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: WALL DETAILS FIBER6LA55 5HIN6LE5 giJ I Lp�,y SAN ORAD LOT 126-131 Details. D1.2 #15-2802 # 7 p 0 7 U') GENERAL NOTES W FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD INDEX OF DRAWINGS o SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,00 MAX. DRY DENSITY A DETERMINED - METAL FASTENERS, O S S ETE MINED BY ASTM 1557 (MODIFIED PROCTOR) MINIMUM FAS RS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SHEETH EET TITLE . TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. S L .,i U 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA Q O MINIMUM G50 ZINC COATING S1 STRUCTURAL NOTES z THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE p CK PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMIITER TREATMENT Lu BORACARE MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ( ) S2.0 FOUNDATION PLAN W (D IIII- ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE W 4 CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. W 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2.1 FOUNDATION PLAN d _ OF PRESSURE TREATED WOOD. o Z CAST IN PLACE CONCRETE S3PREFABRICATED WOOD TRUSSES .0 DOWEL PLACEMENT PLAN N ° w 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Z ~ � 2500 PSI A SLUMP OF 4' PLUS OR MINUS 1' AND HAVE 2 ' ° 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR O 0- < To 4/o AIR ENTRAINMENT, S3.1 DOWEL PLACEMENT PLA AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT N � CONNECTORS SUCH AS HURRICANE CLIPS TRUSS ANCHORS AND ANCHOR BOLTS W V 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ST (n � ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR S4.O FIRST FLOOR FRAMING PLAN _ CONFORMING TO ASTM A-615 GRADE 40. F Lhl W LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED �n I-- 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 IFOR 6x6xW1.4xW1.4 �+ © /� p � /� � TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE S4. 1 FIRST FLOOR FRAMING PLAN W Q 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. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR O THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. U O „ S4.2 NOTES & CONNECTOR LEGEND 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE 2, TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN O „ Z W REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE � "SPECIFICATIONS ," 4. FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. S 3 ROOF FLAMING PLAN DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS _ 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAIR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND m 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH S4.4 ROOF FRAMING PLAN � 4 W AT EACH END SHALL BE PROVIDED. H � ; T E LATEST EDITION ANSI TPI 1. X 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. W 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS � 55.0 LINTEL PLAN 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE O MANUFACTURER UNLESS NOTED ON PLANS.. .j - CENTER TO UPPER 1/3 OF THE SLAB. 5 TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF i q q;llr BOLTS AND THREADED RODS S5.1 LINTEL PLAN a®o►. i/'� W TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY ®®46 • o O a� a 1. ALL BOLTS &THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. : �' - � 2. STEEL BOLTS LESS THAN ONE -HALF-INCH 12.7 mm IN DIAMETER USED AS TRUSS DESIGN LOADS : SD FOUNDATION DETAILS v �00 ,-- T FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr= 16 PSF "" '�" "®�" N W o M Z Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL 7 PSF (SHINGLE TYPE ROOF COVER) SD2 GENERAL DETA L no •w ,.R`� IS OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) :3« K, U ® C) `�°1 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) •.. 1-; m • . co --j _ SD3 GENERAL DETAILS OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD. DL = 5 PSF o " ' 0 Q ACCORDANCE WITH ASTM B 695 CLASS 55 MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS. Q A FLOORS = 40 PSF S D4 GENERAL ' o► ,• GE ER DETAILS a•." .� o MASONRY WALL CONSTRUCTION B BALCONIES = 60 PSF / 100 PSF WHEN BALCONY EXCEEDS 100 S FT f" e� -1 _j 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N TYPE 2 = 0 d, a C) DECKS 40 PSF ,!®P LL SD5 TWO STORY DETAILS -� Miif CONFORMING TO ASTM C90, W/A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS -40 PSF 11 1 PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. Q 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS. SD6 TWO STORY DETAILS 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE' B) BALCONIES = 15 PSF SD7 PARTY WALL DETAILS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS W ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURERS DRAWINGS -� " 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FAT� w l -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA S D6 PARTY WALL DETAILS O lb co FILLED WITH COARSE GROUT AND GRADE 40 STEEL, REINFORCEMENT SHALL BE ^^ RECOMMENDATIONS FOR MIN. 7/16 OSB SHEATHING O �i _ IZ cv PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. U U MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE ST 1 GENERAL STAIR DETAIL 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK L 0 „ TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS Z WALL AT THE TOP & BOTTOM & MAXIMUM 8 -0 U.N.O. VERIITCALLY. TIES TO THE LESS THAN 2FT .BLOCKING TO TRUSS TOP CHORD w/ 2 12d NAILS 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR ) O @ Q O 0 O FROM EA. END. NOTE: PLYWOOD EDGES HIP CORNERS REQUIRE MIN 2x4 SYP #2 UPDATES `l o POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. of M 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING:W. MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE X BRACING ALONG TRUSS @ 10-0 MAX SPAN AND d O COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. X BRACING TO START 20-0» NUMBER DATE DESCRIPTION Q MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR 4 BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1 2 AND 3 U G9 U ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH LL + -PERMANENT 2x4 SPF #2 MIN. CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6/23/2014 O 10. MASONRY ROUGH OPENING TOLERANCES 1/4 TO 1/2 (MIN.) 'TRADITIONAL ELEVATION cn O •� 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15-0 O.C. MAX W/IN TRUSS SPAN OR PER TRUSS Z LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS, ATTACH W/ 2 O 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 2 0I14I2014 BIRCH UNIT REVISION (n a o0 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 0 AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. n. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO ("T" o (T BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 0- WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). W CONCENTRATED LOADS FOR 7 DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 O AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) Cn 14. DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ Q 12d TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND N ; W .` .EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12 TALL. 2x4 SYP #2 - U Z CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN U' BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) I- {� WOOD CONSTRUCTION S DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. Q W +-• n O 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS); U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN ; VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Win' U.N.O. E = 2,000,000 Wine U.N.O. Fb =2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 11= 3000 = 3000 Fc II 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 RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8 TYPE X GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS& TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL_ -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2'; GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, ,Fy=36 KSI. TUBE STEELHS : ASTM - I ( S) S M A 500, GRADE B, Fy - 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3 /s„ UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE Z (PSF) WIND Z J �F�W� ad= Q~Z1� (�) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION O O AREA 10 (+) 21.2 (+) 21.2 (-) 22.9 - 28.3 20 + 20.2 + 20.2 O (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 - 20.8 (-) .23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" (+)18.4 7717- O 0U) (-)20,9 (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM5 5 4 4 a 55 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 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 F-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 #15'2802 #15`280 1 COPYRIGHT M 2 1 information contained in this document ' copyrighted G CD 0 4. The Is copy ghted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. W N LL J �a '�'C Z Z J �F�W� ad= Q~Z1� 0< oi=�g� a{ 1 U.1 X I- d Q�-ryc�F-0 ce H LU J Z U. O Z o X W W U) O 0U) O D Z /1 0 #15'2802 #15`280 1 COPYRIGHT M 2 1 information contained in this document ' copyrighted G CD 0 4. The Is copy ghted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. W cn O a Z O D Z LI 0 Q 0 W p 0 11 Z Z W 2 H' Z 0 0 0� Z W F=- W . 'S0 0t O m W L._. 0 Z, Z (0 U W --� W T ..� w0,(X0 F- _I W H STRUCTURAL ENG: BED :D DRAFTING: U -STRUCT: BM 6u1Lb/1,� Q QC CHECK: CC WSCALE: JOB No. TM - 2150877 USANFORID,Z AS INDICATED W --- W DATE: 07/23/15 #15'2802 #15`280 1 COPYRIGHT M 2 1 information contained in this document ' copyrighted G CD 0 4. The Is copy ghted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &.DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Lo O N 00 O J U Q O Z J Lu 0 w fnf.... uj W lot z= o O N LV L:5 Q H � W C) F - w Q 0 0 O m Q W , O a E sm a®0ouof OttLu Lil —0- o z z J0 aq .®. ®•• a ��s� J O 1-- ®� _ -i O is t i'� pati LL 'J J Q I- W d ^^ w O N U U o 4 Z C _ O 0 w _ U U • ZLL �y9Cs O O� U) ..... Q z am o_ u1 Z F— U 0 V 0.� =�$� W ( fes. 06 4 z j M 0 0 ch ..._. Z I= O�„�,. J Q N z n U Q OiEil OQ 0 <q CiE 1-- Z ¢� -� Dp �` F- 0 z LL oLu r� w O 7:o z w a F- Z Z C] co o g z O �, FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY " COMMUNITY & COUNTY CODES. f 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS: 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPP DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMON, GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM, -"1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY, MIN (2) # 5 E.W. O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 2.5 30"x30"x12" dp w/ #5s @ ' 6" O.C. EA. WAY MIN (5) # 5 E.W. 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W, 3.5 42"x42"x12" dp w/ #5's. @ 6" O.C. EA. WAY MIN (7) # 5 E.W. 4O 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W, 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. 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. Lo O N 00 O J U Q O Z J Lu 0 w fnf.... uj W lot z= o O N LV L:5 Q H � W C) F - w Q 0 0 O m Q W , O a E sm a®0ouof OttLu Lil —0- o z z J0 aq .®. ®•• a ��s� J O 1-- ®� _ -i O is t i'� pati LL 'J J Q I- W d ^^ w O N U U o 4 Z C _ O 0 w _ U U • ZLL �y9Cs O O� U) ..... Q z am o_ u1 Z F— U 0 V 0.� =�$� W ( fes. 06 4 z j M 0 0 ch ..._. Z I= O�„�,. J Q N z n U Q OiEil OQ 0 <q CiE 1-- Z ¢� -� Dp �` F- 0 z LL oLu r� w O 7:o z w a F- Z Z C] co o g z O �, O N WQ W FOUNDATION NOTES. X I I W W 0 LO r CV 0`00 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE (n LAPPED MIN. 6" AND SEALED. O W Z 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH -- — PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL J (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR QV O 132'-8" U EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. ZW J TWO STORY (U.N.O.) 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 0W 21 .. _ '.. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.CD _ _.: __. .... _..., ........ 22'-0" 22'- 0 22-4LAP SPLICES SHALL BE NO LESS THAN 25 W I— „ 0= 4-10 16-10„ Q 16-10„ 4-10 15-2 7-2„ W - - 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR _ 4 4„ 6'_6” RECESSING DOOR SILLS. Z 10 11 ol: 3.5 o MF01 2 MF01 O 5. EXTERIOR SLABS SHALL SLOPE 1/8” PER FOOT AWAY FROM HOUSE. N W 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE O Q I SUGGESTED ESPECIALLY WHEN USING FIBER REINF. CONC. ~ N11ki dNN III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ „ V --- CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE W 0 ■ THICKNESS OF THE I; SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR F0$ F08 = ,' I r, n ., III I#I I„ ,. r„ . N:..:. .. I ,,I .InI ., ,” II u1l,I,n1 ll (MF01 I■ �.- .. _ SD1- I( I _SFD018 I ; HaW W USE ALTERNATE APPROVED METHOD. I r4 -F MF11 MF01_ - -1/2 7. MECHANICAL EQUIP. LOCATION WILL BEDETERMINED BY U SD1 p0a 19 o SD1 co L COMMUNITY &COUNTY CODES. OSD1 -- - D oo 2 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U MF01 HQ.J C7 3 1/2 SYSTEMS SHALL BE RAISED AT LEAST 3 ABOVE THE FINISHED GRADE W Z SD1 SD1 - AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION p ,II I INSTRUCTIONS. -� fo _ p ■ I , dUk Llul 1 41NI... 11.4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ 9. NO WOOD STAKES PERMITTED IN FOUNDATION. >--- — ■ N r Q LU 1 10. PENDING SITE CONDITIONS FOUNDATION MAY HAVE TO BE STEPPED - p -I I H p'" MF11 (tF1 F01 MF11 DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO U DETERMINE STEP LOCATIONS IF REQUIRED O SD1 SDI LL 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS oul N I AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STAND U - 00 L ®®d1111tIJ//� W o'" I FOOTING T A INFORMATION. O ®a ®® �'� a I I I I O SEP DAWN AND CORNER OR �l 9 ®� N (n ro ` Z«r I'�t 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE « W 14F11 O as ':1• "a s0" �, a ca - 41111' I SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH o /•{, Z Z II SD1 SD1 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ` °i `t _--- d 0 ■ ■ ■ ■ " a' U I VIII ----------- L�. 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER C> COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Ej o ° Q 0'-0" FIN. FLR 0-0 FIN. FLR 0-0 FIN. FLR ,.� C ` c - I I ■ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Ci « I ''III o� , t''�i'« .` . Q [L' PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL =i I &Lp SD1 SD1 CONTRACTOR SHALL CONTACT THE` ENGINEER PRIOR TO F- ®. o.« ®e - .� FOUNDATION POUR FOR VERIFICATION F FOUNDATION DESIGN.F06 cI O/ �. U- 3 1/2" THICK CONC. SLAB W/ 6X6 3 1/2 THICK CONC. SLAB W/ 6X6 SD1 3 1/2THICK CONC. SLAB W/ 6X6 LID SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL ' I COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS Q 111 VAPOR BARRIER OVER VAPOR BARRIER OVER I_ I VAPOR BARRIER OVER �.. = DETERMINED BY ASTM 1557 ( MODIFIED PROCTOR). I! COMPACTED FILL. COMPACTED FILL. T_.._ COMPACTED FILL. `i ■ - THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS h- IINIhIli1' � - r l _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v 2'-0'. PSF. W O - --- — 16'-2" 14. PENDING SITE CONDITIONSREQUIRED, IF STEMWALL IS G.C. TO J • I I � DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE a Q Clay ' „ I STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND O — 3-1/2 ■ FOOTING SIZES PENDING DEPTH OF STEMWALL U U n'I'I' t`�3 0' I, ( PROVIDE CONDUIT J IN SLAB FOR o ci �-- Z ISLAND ELECTRIC I ■ ■ `C OU z O ------ FOOTING SCHEDULE M A4 pIII��11I,IIi' F08 d ca NI I I I W p I I SD1 2.. „„ i z 4 .. _ _ _ 1 1 x12 x12 d w/ #5 s 6 O.C. EA. WAY MIN 2 # 5 E.W. - . ._... ___.- PROVIDE CONDUIT F06 PROVIDE CONDUIT L O d �I - IN SLAB FOR IN SLAB FOR SD1 PITC _ `.y Ili "©o i SD1 „ v d G 1111: I ISLAND ELECTRIC _. ISLAND ELECTRIC 1/8 / �, U Z 11' X ( 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) #5 E.W. LL v I o LIP CSD I ■ O =— -- I �� --- I z � o :! PROVIDE few i I n I Il... d I k -.... ..,.,, r,P_-----•---,J WATER LINE LI I I I F OR ICE MAKER 4 F03 ,III ph (V I --- \ 000 1 xo d Da Z� o >- 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN 5 # 5 E.W. O o Q MFA 1 coo � SDI w O 030 x30 x12' dp w/ #5's @ 6' O.C. EA. WAY MIN (5) # 5 E.W. 2.5O � a Imo` n Lu SANFORD W JOB No. TM 2150877 -- - -- p�� a SCALE: AS INDICATED ry DATE: 07/23/15 (n FOUNDATION PLAN #, ..2 2 #, 5 80 5 2807 1/4"=11-011 S2,1 COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC. Any use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. X I I �D (V I --- \ 000 1 xo d Da Z� o >- 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN 5 # 5 E.W. O o Q MFA 1 coo � SDI w O 030 x30 x12' dp w/ #5's @ 6' O.C. EA. WAY MIN (5) # 5 E.W. 2.5O � a Imo` n Lu SANFORD W JOB No. TM 2150877 -- - -- p�� a SCALE: AS INDICATED ry DATE: 07/23/15 (n FOUNDATION PLAN #, ..2 2 #, 5 80 5 2807 1/4"=11-011 S2,1 COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC. Any use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. -P m x, IL -01 I 1 w M I F- • z I a o I � I H : f = V U I I I <C k 9 I L LL ` it ,I O _ 160 210 8 _ II 80 3 -4 1 11 3 -10LLL 1 11 1 11 2 -8 2 -0 50 I 11 8 -0 11 41 8 ';�, i111 N I�, �.! 1 , .,j 1.0 'pV ��i d'� Yxil YO „_ ..I i0 H _ - C zo Mi _ 160 210 8 _ II 80 3 -4 1 11 3 -10LLL 1 11 1 11 2 -8 2 -0 1 11 4 -2 I 11 8 -0 11 41 8 ';�, i111 N I�, �.! �- , .,j 1.0 'pV ��i d'� Yxil YO „_ ..I vY9 a •PI g - I H _ - 11 1 11 1 11 1 11 11 11 1 11 11 1 11 ( 11 _ - -0 1 -4 8 1 -4 1 0 11-011,, 1-0 10 10 10 "VI L ... .,.•u4,,, 1,_211 o z F— LaC m Z N I C7W U .0 J � e- 1 _.. WOa=o 1 � � _a W H STRUCTURAL ENG BED Z) DRAFTING: W �ILIJ/NC U) -STRUCT: BM ¢ QC CHECK: cc SA�� ORW Z JOB No TM 2150877 _:_ - ._ _ ......... m ... .... _ ..m _ ------- SCALE: SCALE: AS INDICATED BRINE W IY DATE: 07/23/15 DOWEL LAYOUT PLAN #15 2802 X5-2 07= 1/411=11-011 SIO information i I T LLC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, F WMR & CIA S C i strictly „� COPYRIGHT MCD 2014. The Information contained In this document is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOC A ES, y p p G , 0 ASSO TE , LL s y '77-77--- IIII ■ ■ O 000 — X O b �a < .........._._:.__- I ! i --1 SYMBOLS LEGEND -STRUCT: BM LLI LO �- �C QC CHECK: CC SANTO RI) (!1 JOB No. TM _ 2 150877 Q N 0 SCALE: AS INDICATED DOWEL#, - LAYOUT PLAN 5 zeoz #Cn �5 X DATE: 07/23/15 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. W W 0 COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR & ASSOCIATES, LLC is strictly prohibited. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). U W Z_ • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. J Q J 2 TO TIE BEAM. H J U H Z W c W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. co ■ Q '77-77--- IIII ■ ■ O 000 — X O b �a < .........._._:.__- I ! i --1 6) -STRUCT: BM �C QC CHECK: CC SANTO RI) Z W JOB No. TM _ 2 150877 41 0 SCALE: AS INDICATED DOWEL#, - LAYOUT PLAN 5 zeoz #Cn �5 X DATE: 07/23/15 28 S3,1 COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR & ASSOCIATES, LLC is strictly prohibited. iT7 0 ] J Z � � o W J Q 11 } _ Z J 0 0 C (n LV Q s 000 ~ N ,Z U Q � j L1J � 5 -U-1)J >- Q 1-- 0 Q=Q CL IJ STRUCTURALENG: BED -- — DRAFTING: -STRUCT: BM C QC CHECK: CC ' JOB No. TM - 2150877 SCALE: AS INDICATED J DATE: 07/23/15 S4.1 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) K } OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2 THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 12" OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 1211 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN V-0" TO T-11" BW6 1 1/2" THREADED ROD @ 48" O.C. 1160If p 3rd. PT. STANDARD HEADER NOTES 12" ADJUST AS REQ'D TO MISS STUDS 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 CONNECTIONS AT 2 STORY CONDITIONS. SE 3140 3140 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. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 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. 11, IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 10d (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) (, } (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) K } PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) N a PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) c R } 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 0 6. 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6"EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH 8. JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4-4- 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 CONNECTIONS AT 2 STORY CONDITIONS. SE COLUMN SCHEDULE A a (2)2X4 SYP #2 BUILT UP STUD COLUMN B a (3)2X4 SYP#2 BUILT UP STUD COLUMN C a (4)2X4 SYP#2 BUILT UP STUD COLUMN 10d (2)2X6 SYP#2 BUILT UP STUD COLUMN E a (3)2X6 SYP#2 BUILT UP STUD COLUMN 16d (2)2X8 SYP#2 BUILT UP STUD COLUMN (, } (3)2X8 SYP#2 BUILT UP STUD COLUMN H } 4x4 SYP#2 POST J } 6x6 SYP#2 POST K } 8x8 SYP#2 POST L } 3-1/2"x3-1/2" LVL COLUMN. M} 3-1/2"x5-1/4" LVL COLUMN. N a 3-1/2"x7" LVL COLUMN. P a 3-1/2"x9-1/2" LVL COLUMN. c Q 5-1/4"x5-1/4" LVL COLUMN. c R } 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. 0 6. 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 & $" EPDXY ANCHOR w/MIN, 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131 " x �2, 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 ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) 2 2x8 #2 SYP () META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" 1 E „ META20 w/(7) 10d x 12 NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 2 META16 OR 2 META20 FLOOR NAILING TO POST: SIMP. HTS20 OR LSTA18 > 0 TOENAILS EA. SIDE (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU 1 11985 Op y (1)ply Op y 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 6. H10A 1015 H10A 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS 82x12 WITH 1/2" FLITCH El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 OF ALL HARDWARE BEFORE INSTALLATION. (2)HTS20 w/(24)10d x 12' NAILS 8. LEDGER W/ (3) 10d TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 7 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 DOOR PER PLAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP, HTS20 OR LSTA18 W/ (2) 1/4" TAPCONS W/ THE GARAGE. TOBEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT END EQ. LSPREAD VERTICALLY LY •,, CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHO' NAILS & (18)4'x24' TAPCONS F-91HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. T' EMBEDMENT PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS 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 ❑ W EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS 11 HTSM16 w/(8)10d NAILS & (4) 1q"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 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & e' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT O NAILING SCHEDULE: 19 HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 W J W SET EPDXY MIN. 7" EMBEDMENT i' 0 V NAILS 0 Q=0 20 LOCATIONS INCLUDEI 3 TOENAILS)FRAME (AT EXT O FRAME TO F 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEA 9100 4095 " STRUCTURALENG: BED 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 PLAN FOR MORE INFO 1. TO POST: SIMP. HTS20 OR LSTA18 SCHEDULE 2. TO BEAM: SIMP. HUC48 w/(14)16d NAILS > U 2 2x8 #2 SYP () TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" PLATE TAPCONS 2x BELOW DECKING PER ON MASONRY: SIMP. META16 2x BLOCKING W/ (2) 10d FLOOR NAILING TO POST: SIMP. HTS20 OR LSTA18 > 0 TOENAILS EA. SIDE 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 W PLATE NAILS & (18)4"x24' TAPCONS U� 6. ON MASONRY: SIMP. META16 SIMPSON META16 ADDITIONAL LOADS: TO POST: SIMP. HTS20 OR LSTA18 LL A) ALL CEILING HUNG SOFFITS AND SOFFITS TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 7. PLATE NAILS & (18)4'x24" TAPCONS PER ELEV; ATTACH TO OF ALL HARDWARE BEFORE INSTALLATION. ON MASONRY: SIMP. META16 8. LEDGER W/ (3) 10d TO POST: SIMP. HTS20 OR LSTA18 EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS TO BEAM: SIMP. HUC410 w/(18)16d & LINTEL PER PLAN DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d o N BUILDER BEYOND NAILS & (18)4"x24" TAPCONS TRUSSES ON MASONRY: SIMP. META16 DOOR PER PLAN USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE TO POST: SIMP, HTS20 OR LSTA18 W/ (2) 1/4" TAPCONS W/ THE GARAGE. TOBEAM: SIMP. HUC410 w/(18)16d & 11. 1-1/2" EMBEDMENT @ (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d END EQ. LSPREAD VERTICALLY LY •,, CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHO' NAILS & (18)4'x24' TAPCONS MASONRY WALL @'CANTILEVER ON MASONRY: SIMP: META16 AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE m" TO POST: SIMP. HTS20 OR LSTA18 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS TO BEAM: SIMP. HUC410 w/(18)16d & SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ❑ W NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF NAILS & (18)4"x24" TAPCONS CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ON MASONRY: SIMP. META16 LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. TO POST: (2) SIMP. HTS20 OR LSTA18 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ON MASONRY: (2) SIMP. META16 85.25x16 (3) 1:75"x16" LVL BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE * NAIL TOGETHER USING (3) ROWS OF 12d NAILS ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED @ 6" O.C. EACH SIDE AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. TO POST: (2) SIMP. HTS20 OR LSTA18 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL BUILDER NOTE: * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE NAILS @ 6" O.G. 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 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 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 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 2" 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. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER, 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTO E 2ND FLOOR NOTES FOR MORE INFO. #15-2802 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. END - uvjm u D 1/4"=1'-0" #15-2Rn7 Q Z SHEATHING PER PLAN 2ND FLOOR WALL SEE ATTACH PER NAILING PLAN FOR MORE INFO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. SCHEDULE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND > U SIMPSON LSTA18 OR ELEVATIONS FOR BEARING HEIGHTS. 3rz8 3. MTS 12 TO TRUSS TO W CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 2x BELOW DECKING PER FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 2x BLOCKING W/ (2) 10d FLOOR NAILING AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ > 0 TOENAILS EA. SIDE SCHEDULE ROOF SHEATHING CANTILEVERED FLOOR 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE W ATTACHED PER TRUSS PER PLAN U� 6. NAILING SCHEDULE SIMPSON META16 ADDITIONAL LOADS: -- 2x CONT. W/ (2) 12d LL A) ALL CEILING HUNG SOFFITS AND SOFFITS NAILS TO EA. 2x WITH CABINETS AS SHOWN ON PLANS. 2x10 # 2 SYP PT @ 24" B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. O.C. RIPPED @ END 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS PER ELEV; ATTACH TO OF ALL HARDWARE BEFORE INSTALLATION. 8. LEDGER W/ (3) 10d EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS TOENAILS LINTEL PER PLAN DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. FALSE BRACKET BY ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. o N BUILDER BEYOND TRUSSES 2x10 # 2 SYP LEDGER DOOR PER PLAN USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE W/ (2) 1/4" TAPCONS W/ THE GARAGE. 11. 1-1/2" EMBEDMENT @ 16" O.C. & 6" FROM EA. "S52 STORY WALL CONNECTION END EQ. LSPREAD VERTICALLY LY •,, CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHO' SCALE, 3/4°' = 1°° MASONRY WALL @'CANTILEVER BEYOND 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 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 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 2" 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. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER, 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTO E 2ND FLOOR NOTES FOR MORE INFO. #15-2802 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. END - uvjm u D 1/4"=1'-0" #15-2Rn7 Q Z O 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 > U ELEVATIONS FOR BEARING HEIGHTS. 3rz8 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. W 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 W � AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ > 0 w SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD rr nn V 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE W 06 CONTINUOUS FROM FLOOR TO CEILING. U� 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING W � 1 � 1 ADDITIONAL LOADS: Z Q LL A) ALL CEILING HUNG SOFFITS AND SOFFITS > I-- WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS W OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. o N 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 DEPICTS TRUSS LABELS OR ID'S, THIS LAYO S BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJ ' T. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ' 0 •,, CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHO' 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 m" 1 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR 00 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS Ip4 ❑ W NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF '°f CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 0 � ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE CO ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. LLJ CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE W ❑ TRUSS MANUFACTURERS LAYOUT O O� ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES O NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 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 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 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 2" 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. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER, 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTO E 2ND FLOOR NOTES FOR MORE INFO. #15-2802 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. END - uvjm u D 1/4"=1'-0" #15-2Rn7 Q Z O i 0 ) > U Z 0 3rz8 � W W N M z S Z W � > 0 w -'wL4WZ" i U rr nn V U) Z o $ g a�UPCjE W 06 W U� � W � 1 � 1 Z Q LL > I-- Lj WO W Z W o N 0 Z 0 F- 0 Z ❑ W U 0 � U) CO LLJ 0 W ❑ O O� O 0Zc� W J W i' 0 V 0 Q=0 C7 " STRUCTURALENG: BED Z DRAFTING: -STRUCT: BM QC CHECK: CC JOB No. TM -2150877 _ _. ------ .- __ -.___--- SCALE: AS INDICATED DATE: 07/23/15 S4,2 4 W W O J ® W Y®% cc3 WW til ( t Q z 0 ( . J .° " tD M Q ' ❑ 1a •�� , .®®®a•® J O 411 i 0 ) > U Z 0 3rz8 � W W N M z S Z �S � > 0 w -'wL4WZ" i U rr nn V U) Z o $ g a�UPCjE 06 W U� � W � 1 � 1 Z Q LL > I-- Lj WO W ) .I Z Lj W 0 Z 0 � CO LLJ 0 O O� 0Zc� W J W i' 0 0 Q=0 " STRUCTURALENG: BED DRAFTING: -STRUCT: BM QC CHECK: CC JOB No. TM -2150877 _ _. ------ .- __ -.___--- SCALE: AS INDICATED DATE: 07/23/15 S4,2 Ill U) W W EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS 0) 3" O.C. ON EDGE AND IN FIELD I i III II1l III SCHEDULE W g WALLS WITH PLASTER OR STUCCO FINISHES U) j STUD & SPECIES SPACING 0 CL 81-01, 2x4 SPF #142 16" O.C. MAX cl 91-01, ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN SANFORD 1/4"=1'-011 Ilk NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND # 15 - 2 8 0 2 # 2 8 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES', LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. VIII - I > o W 0 -j LL Lj p r SIC. 4l •% W Z 0 !M < CD 2 CIO < 00 -J _j LL U) 0 W -i 170 0 (14 0 U 6 z <z U C 0 .2 W z CL 0 < X C) LL 0 0 U)z Z 0 0 amU) 0 In Ld z Q z 0 LD U) rz Lij S; U) 06 Wzy) 01 0 0 Bw z z 011 0 F- CV2 wi z -j 0 Z z n 0 < E LL (4 j (TE W LL Z L, 0 0 0 W 0 (.3 z 0 0 ILL] W Uj 0 rA ❑ EXTERIOR FRAME WALL SCHEDULE W (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES U) WALL HEIGHT STUD & SPECIES SPACING 0 CL 81-01, 2x4 SPF #142 16" O.C. MAX 2 91-01, 2x4 SPF #142 16" O.C. MAX 0 9'-4" 2x4 SPF #1/#2 16" O.C. MAX z 101-011 2x4 SYP #2 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER END ZONE ARE TO BE 2 -PLY BUILT UP MEMBERS (SPECIES AND SPACING AS NOTED IN CHART ABOVE). SEE DETAIL WF08/SD4 FOR BUILT UP STUD NAILING 0 PATTERN. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING AND NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 0 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 3: REVIEW OF EXTERIOR STUDS 3. SEE DETAIL WS02/SD5 FOR FRAMING REQUIREMENTS FOR z EXTERIOR 2x6 / 2x8 FRAME WALLS. 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ON -zz� 5. IF EXTERIOR FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN SANFORD 1/4"=1'-011 Ilk NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND # 15 - 2 8 0 2 # 2 8 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES', LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. VIII - I > o W 0 -j LL Lj p r SIC. 4l •% W Z 0 !M < CD 2 CIO < 00 -J _j LL U) 0 W -i 170 0 (14 0 U 6 z <z U C 0 .2 W z CL 0 < X C) LL 0 0 U)z Z 0 0 amU) 0 In Ld z Q z 0 LD U) rz Lij S; U) 06 Wzy) 01 0 0 Bw z z 011 0 F- CV2 wi z -j 0 Z z n 0 < E LL (4 j (TE W LL Z L, 0 0 0 W 0 (.3 z 0 0 ILL] W Uj 0 rA ❑ W U) 0 CL 11-- 2 z 0 z W 0 C1 0 �� Z 3: 3: z W Z C1 00 z < F- 0 Opp 0 LC) U F—0 Z CN z LD Lu _j W V in -1 >- 0 0 M: 0 LU 0 co CL LU ill Z) STRUCTURALENG: BED DRAFTING: U) -STRUCT: BM < QC CHECK: cc Z JOB No. TM - 2150877 LLJ __ 0 SCALE: AS INDICATED Lu DATE: 07/23/15 07 1- S4.3 yr W1 W 0 J z W W Z o O N O CL F- 0 U U) W 0 O Z O m � ¢� W O LL 1II1�/yr® w CNI Lr) ® , Wez of o • - II I 1 II _III ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B �� Q 11 R10 LO d M N s J O LL 1 I Ll t9 O O O J O PW05 SD7 7,77 a «� — - _ �II SD7 . ._..W,_.,__._ I _ R11 - - 0 ._._....... I i 1 _..__......._............. � � � sof _..__... N R12 u O ...... .. ...... _ R 13 _..---_.._- ISD5 U — _ — z 6 PW04 I- Q O z _ - —_ lel...._>.... SD7R1 ✓ "' U o p, _'.. ;:i t✓ i \ a ° ✓ W N IL l i � G I 04 N Cq N O O O OO O 0 r' LL U a a a IL dn. a I z 1. .1. VIII III \ ✓ R17 U) ----- - --- _..... __ I > m 41 i I N Ld R18 I— _ - ....... _z SD3 � 1 V02 R19 to F- U) J UJ J�g� o ^^ L.L N Mn _.... _ ...,... — W 14 V -7. _„_,,..�_ 06 1— Z y ,.._...., — U - ......(D Ur Q ale ,..._ ..__ ✓ OFOgjS _ ! VO4 - .... �, .., R21 SO4 .O_N_ p 5 1,1 N 5 9 4 B SD5 Q a 12 ..... N� 1 I III ..__....: _.f__ R22 O Q Z Z C ,M J <%91 9 LL vS a - I I 1p'lII'lll R39 R23 _ r f- Vol�.. � _ W Illlllllp � � l WS03 R40 WS03 _ _ _ . _ _ —� p 0 0 — — — I „llll SD5 I� p p SD5 R24 v 1— 2 VIII O R41 > > > > - p ` WS03 Q F— PW06— III o W —. �......—_.._... .. SD5 � I�.,—- IiI�IIII_ _ k � w SD7 rrpw--O-i , = R25 OR41 = {{ I III I I SD7 III U 6 \ R! U WS03 SIM V1 — -- R26 Q _ z SD5 WS03� L 7-J d i I I,a1 R41 SD5 WS05 q A SO4 0 WF06 SD5 V12R27 SD5 U I\ I l A SD3 A ' S A --- -- Il�— B 5 \ R48 / — H2x10 uuuluulaal,al a muauM uuuuIlllllulllulaul \ \—_ J15 z R0H2x 34 ------------J = p PW05 N R54 N p PW1 ? 16 5 B R35 o c SID > > UJI > J 0 l H2x8 10' A 5 > A 06 11 — — — — SD8 q R54 �dIllaallll irL'i16,l 1h„I6,illa, llalllll 91M,N - - -m':' 611IIIIIIIV9 aAN tlIIp IIIIIIIIIIIIIIIIIV.6uIV.lr; I I I A R35 C14 z R51 WOOW— _ Z u I. oo 0) 0) 0) 0)SD5 Jos w '°` O R54 _ 3r GE03 II o co @1 m III R46 SIM. USE 21 R35 O 0 I I SD3 .,. .„_ m OO 00 H @BASE H2x8— — - — R55 m Ln ti�Q Q ~ m m R47 R36 — WS05 0 0 0� W 1 o S0 SD5 H2x8 1 --- -- 5 I=— (] H R56 SD5O 0 0 r CANTILEVER BEAM FOR PW11 GABLE END BEARING SD8 SIM. m GE01 GE01 GE01 WZ C-4 _ SD3 STRUCTURAL GABLE W/ FALSE SD3 SD3 zW J Z r l BEAM BELOW l CANTILEVER BEAM FOR CW 0 f- O GABLE END BEARING W 0- I EXTERIOR SHEATHING TO BE NAILED WITH 8.d NAILS @ 3” O.C. ON EDGE AND IN FIELD STRUCTURAL ENG BED Z) DRAFTING: U STRUCT: BM Q QC CHECK: CC gUILp��C ---- —-- w JOB No. TM -2150877 ROOF FRAMING PLAN - SAnBF OF�O 2 SCALE: AS INDICATED ��TTn� W DATE: 07/23/15 1/4"=1 '-0.. U) I - NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND # 15 2 8 0 2 #15 2807 S4.4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. EXTERIOR FRAME WALL SCHEDULE TAYLOR MORRISON WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING " 2x4 SPF #1/#2 W 9'-0" EXTERIOR SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 10'-0" Z 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER END ZONE ARE TO MIN (3) 2x4 STUD UNDER FULL CHART ABOVE). SEE DETAIL WF08/SD4 FOR BUILT UP STUD NAILING PATTERN. 2. _ NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF LENGTH HEADER W/ (2) SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTAT EOR FOR REVIEW OF EXTERIOR STUDS U SEE DETAIL WS02/SD5 FOR FRAMING REQUIREMENTS FOR EXTERIOR 2x6 / 2x8 FRAME WALLS. 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. SIMPSON A35 CLIP T&B STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. H 1 W/STRAPS W/STRAPS 1S06S06 SD5 MIN (3) 2x4 STUD UNDER FULL MIN (3) 2x4 STUD UNDER FULL LO O ti Y(SD5 p 0 U) B 21 LENGTH HEADER W/ (2) LENGTH HEADER W/ (2) 21 B 0 0 0 o o �O SIMPSON A35 CLIP T&B SIMPSON A35 CLIP T&B 1 SIM. — — — — 1 W STRAPS W/ STRAPS PW11 112 H2x8 J05 ei�i S06 S06 SD8 1111- A 5 SD5 SD5 f 5 A 5 A I J09 ao ao o o¢o aao 00 ao o r M N ¢ Q o 0 o a> rn J 13 M co M/Co M co M M M M iz M co M M co co rr co N J14 H2x8 I J10 1 aul�� ,,, nluuuuluuuuululaluuulalaauuluuuuualluuuuu�uul _ .11[ _ SD5 H2x8 H2x8 H2x8 WSO4MID R06 PW10 SD5 SD5 WSO4 SD8 SO4 PW10 I SD8 SIM. USE 21 @ BASE I R07 WF11 I1 SD5 SD5 I SIM. USE 21 SIM. USE 21 I R08 I" @ BASE @ BASE I I h III F— — --I X R09 0 J z W W Z o O N O CL F- 0 U U) W 0 O Z O m � ¢� W O LL 1II1�/yr® w CNI Lr) ® , Wez of o • - II I 1 II _III ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B �� Q 11 R10 LO d M N s J O LL 1 I Ll t9 O O O J O PW05 SD7 7,77 a «� — - _ �II SD7 . ._..W,_.,__._ I _ R11 - - 0 ._._....... I i 1 _..__......._............. � � � sof _..__... N R12 u O ...... .. ...... _ R 13 _..---_.._- ISD5 U — _ — z 6 PW04 I- Q O z _ - —_ lel...._>.... SD7R1 ✓ "' U o p, _'.. ;:i t✓ i \ a ° ✓ W N IL l i � G I 04 N Cq N O O O OO O 0 r' LL U a a a IL dn. a I z 1. .1. VIII III \ ✓ R17 U) ----- - --- _..... __ I > m 41 i I N Ld R18 I— _ - ....... _z SD3 � 1 V02 R19 to F- U) J UJ J�g� o ^^ L.L N Mn _.... _ ...,... — W 14 V -7. _„_,,..�_ 06 1— Z y ,.._...., — U - ......(D Ur Q ale ,..._ ..__ ✓ OFOgjS _ ! VO4 - .... �, .., R21 SO4 .O_N_ p 5 1,1 N 5 9 4 B SD5 Q a 12 ..... N� 1 I III ..__....: _.f__ R22 O Q Z Z C ,M J <%91 9 LL vS a - I I 1p'lII'lll R39 R23 _ r f- Vol�.. � _ W Illlllllp � � l WS03 R40 WS03 _ _ _ . _ _ —� p 0 0 — — — I „llll SD5 I� p p SD5 R24 v 1— 2 VIII O R41 > > > > - p ` WS03 Q F— PW06— III o W —. �......—_.._... .. SD5 � I�.,—- IiI�IIII_ _ k � w SD7 rrpw--O-i , = R25 OR41 = {{ I III I I SD7 III U 6 \ R! U WS03 SIM V1 — -- R26 Q _ z SD5 WS03� L 7-J d i I I,a1 R41 SD5 WS05 q A SO4 0 WF06 SD5 V12R27 SD5 U I\ I l A SD3 A ' S A --- -- Il�— B 5 \ R48 / — H2x10 uuuluulaal,al a muauM uuuuIlllllulllulaul \ \—_ J15 z R0H2x 34 ------------J = p PW05 N R54 N p PW1 ? 16 5 B R35 o c SID > > UJI > J 0 l H2x8 10' A 5 > A 06 11 — — — — SD8 q R54 �dIllaallll irL'i16,l 1h„I6,illa, llalllll 91M,N - - -m':' 611IIIIIIIV9 aAN tlIIp IIIIIIIIIIIIIIIIIV.6uIV.lr; I I I A R35 C14 z R51 WOOW— _ Z u I. oo 0) 0) 0) 0)SD5 Jos w '°` O R54 _ 3r GE03 II o co @1 m III R46 SIM. USE 21 R35 O 0 I I SD3 .,. .„_ m OO 00 H @BASE H2x8— — - — R55 m Ln ti�Q Q ~ m m R47 R36 — WS05 0 0 0� W 1 o S0 SD5 H2x8 1 --- -- 5 I=— (] H R56 SD5O 0 0 r CANTILEVER BEAM FOR PW11 GABLE END BEARING SD8 SIM. m GE01 GE01 GE01 WZ C-4 _ SD3 STRUCTURAL GABLE W/ FALSE SD3 SD3 zW J Z r l BEAM BELOW l CANTILEVER BEAM FOR CW 0 f- O GABLE END BEARING W 0- I EXTERIOR SHEATHING TO BE NAILED WITH 8.d NAILS @ 3” O.C. ON EDGE AND IN FIELD STRUCTURAL ENG BED Z) DRAFTING: U STRUCT: BM Q QC CHECK: CC gUILp��C ---- —-- w JOB No. TM -2150877 ROOF FRAMING PLAN - SAnBF OF�O 2 SCALE: AS INDICATED ��TTn� W DATE: 07/23/15 1/4"=1 '-0.. U) I - NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND # 15 2 8 0 2 #15 2807 S4.4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. EXTERIOR FRAME WALL SCHEDULE TAYLOR MORRISON WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 10'-0" 2x4 SYP #2 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER END ZONE ARE TO BE 2 -PLY BUILT UP MEMBERS (SPECIES AND SPACING AS NOTED IN CHART ABOVE). SEE DETAIL WF08/SD4 FOR BUILT UP STUD NAILING PATTERN. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING AND NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTAT EOR FOR REVIEW OF EXTERIOR STUDS 3. SEE DETAIL WS02/SD5 FOR FRAMING REQUIREMENTS FOR EXTERIOR 2x6 / 2x8 FRAME WALLS. 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXTERIOR FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 0 J z W W Z o O N O CL F- 0 U U) W 0 O Z O m � ¢� W O LL 1II1�/yr® w CNI Lr) ® , Wez of o • - II I 1 II _III ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B �� Q 11 R10 LO d M N s J O LL 1 I Ll t9 O O O J O PW05 SD7 7,77 a «� — - _ �II SD7 . ._..W,_.,__._ I _ R11 - - 0 ._._....... I i 1 _..__......._............. � � � sof _..__... N R12 u O ...... .. ...... _ R 13 _..---_.._- ISD5 U — _ — z 6 PW04 I- Q O z _ - —_ lel...._>.... SD7R1 ✓ "' U o p, _'.. ;:i t✓ i \ a ° ✓ W N IL l i � G I 04 N Cq N O O O OO O 0 r' LL U a a a IL dn. a I z 1. .1. VIII III \ ✓ R17 U) ----- - --- _..... __ I > m 41 i I N Ld R18 I— _ - ....... _z SD3 � 1 V02 R19 to F- U) J UJ J�g� o ^^ L.L N Mn _.... _ ...,... — W 14 V -7. _„_,,..�_ 06 1— Z y ,.._...., — U - ......(D Ur Q ale ,..._ ..__ ✓ OFOgjS _ ! VO4 - .... �, .., R21 SO4 .O_N_ p 5 1,1 N 5 9 4 B SD5 Q a 12 ..... N� 1 I III ..__....: _.f__ R22 O Q Z Z C ,M J <%91 9 LL vS a - I I 1p'lII'lll R39 R23 _ r f- Vol�.. � _ W Illlllllp � � l WS03 R40 WS03 _ _ _ . _ _ —� p 0 0 — — — I „llll SD5 I� p p SD5 R24 v 1— 2 VIII O R41 > > > > - p ` WS03 Q F— PW06— III o W —. �......—_.._... .. SD5 � I�.,—- IiI�IIII_ _ k � w SD7 rrpw--O-i , = R25 OR41 = {{ I III I I SD7 III U 6 \ R! U WS03 SIM V1 — -- R26 Q _ z SD5 WS03� L 7-J d i I I,a1 R41 SD5 WS05 q A SO4 0 WF06 SD5 V12R27 SD5 U I\ I l A SD3 A ' S A --- -- Il�— B 5 \ R48 / — H2x10 uuuluulaal,al a muauM uuuuIlllllulllulaul \ \—_ J15 z R0H2x 34 ------------J = p PW05 N R54 N p PW1 ? 16 5 B R35 o c SID > > UJI > J 0 l H2x8 10' A 5 > A 06 11 — — — — SD8 q R54 �dIllaallll irL'i16,l 1h„I6,illa, llalllll 91M,N - - -m':' 611IIIIIIIV9 aAN tlIIp IIIIIIIIIIIIIIIIIV.6uIV.lr; I I I A R35 C14 z R51 WOOW— _ Z u I. oo 0) 0) 0) 0)SD5 Jos w '°` O R54 _ 3r GE03 II o co @1 m III R46 SIM. USE 21 R35 O 0 I I SD3 .,. .„_ m OO 00 H @BASE H2x8— — - — R55 m Ln ti�Q Q ~ m m R47 R36 — WS05 0 0 0� W 1 o S0 SD5 H2x8 1 --- -- 5 I=— (] H R56 SD5O 0 0 r CANTILEVER BEAM FOR PW11 GABLE END BEARING SD8 SIM. m GE01 GE01 GE01 WZ C-4 _ SD3 STRUCTURAL GABLE W/ FALSE SD3 SD3 zW J Z r l BEAM BELOW l CANTILEVER BEAM FOR CW 0 f- O GABLE END BEARING W 0- I EXTERIOR SHEATHING TO BE NAILED WITH 8.d NAILS @ 3” O.C. ON EDGE AND IN FIELD STRUCTURAL ENG BED Z) DRAFTING: U STRUCT: BM Q QC CHECK: CC gUILp��C ---- —-- w JOB No. TM -2150877 ROOF FRAMING PLAN - SAnBF OF�O 2 SCALE: AS INDICATED ��TTn� W DATE: 07/23/15 1/4"=1 '-0.. U) I - NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND # 15 2 8 0 2 #15 2807 S4.4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROU IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z CL w H 7 (9 W Z O U) T PROVIDE LINTEL W/ 3000 WIRE SCREEN STANDARD #5 psi CONC. PER OVER COURSES HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN CORNER AS REQ'D INDICATED IN (SHEET METAL & LINTEL, #5 TO BE'. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS HOOKED INTO PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED SIDE VERTICALS ''. — STANDARD 90 DEGREE HOOK dam.. •°e - . 4- ° e_ ° d. .o'TYP _ BOND BEAM 8" x 8" x 16" K.O. LINTEL °- • c~n BLOCK FILL w/ 3000 psi CONIC. w/ (1) #5 DIA. REBAR a. A ° 0 9 4 G °•°' '° °° a e.. I ° J z e J e N e °lal v 4 a�° le Z W W ROUGH OPENING PER PLAN e a e a ° e STD. 90 DEGREE ANGLE 3000 psi CONIC. w/ (1) #5 DIA. REBAR e • r° 14' e a A '° n. d a°.. 8" x 8" x 16" CMU U.N.O. n INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONIC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING NO -SHEAR WALL AT OPENING TYPI DAL SHEAR WALL SEGMENT it ,. . ...... '-_.J_.4 "DOTYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32 -0B 1'-6" 2231 3069/30)69 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Z - - -- _- — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. LU 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END � T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 w 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 $328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. V- 5'-2" Z 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 0 O 6'-2" 488 991 /991 2661 /2143 5681 /2698 6472/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Z 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. F- 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W (,) 101-011292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL w 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 U 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 25Z 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - - 18'-0" 0 211/0 750/0 1177/0 1676/0 m � 18'-8" 0 142/0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. Q W 20'-0" 0 180/0 598/0 1024/0 1441/02. 0 l fc PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE�``r11t'�ft®®o STRENGTH = 1900 PSL LL �� ° oo w CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22 -16/8R22 -OB r 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE • ' •O°•®••• o®�r�,. D- N 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` ;•®y L�•®•�"% W o 1230 9 4085/4085 3'-4" 1081// 920 2769/1716 4085/2839 m`. ®W Q 4'-4" 846/833 2121/1716 3127/2839 LINTEL DESIGNATION SCHEDULE J 5'-4" 664/572 1761/1761 2595/2595 LINTEL15: LD Q F =FILLED WITH GROUT / 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED "' , �••� ®z- �r Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •••••®.` O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY O 8F16-1B/1T O 8F8-1B/1T —�—QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1TF- NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 2 O° 8F16-1B/1T NOMINAL WIDTH (A o TYPE DESIGNATION J • O 8RF14-OB/1T O ll,,, ryf� N O 8F16-0B/1T 1-1/2" CLEAR U U r IN �3J o H p � IIIlu14 'I 1 8F20-1B/1T JCi 4' Q M O I z 1 H z #5 REBAR AT TOP MIN. (1) REQ'D `� w U o O j fy 5_'-11011 r3'-0' 3'-0�" c3'41 16'-10" 16'-10" W ti <t Z ° C.M.U. H II 4 „ „„ O rl 8RF22-1B/1T °�° GROUT a �ti C + u; III 91 pIIIIIUII w II mpulglllulllmljllllu'Y,IIIu pIII 1Iu IIpI Q 1C3 IIIIihI „m6111 II„.Ii6tl116111111161111V,IIIIIIIIIIIIII 6116611IIIIlII VIII LIIVll116 VIII tl II, a �i1„„ p ° C� �5 o VI41I `O z #5 REBAR AT BOTTOM OF LINTEL = D 000 O D8F24-1B/1T CAVITY LLL Z O O r BOTTOM REINFORCING PROVIDED O SEE PLAN FOR TOP OF WALL AND LINTEL INFO I Q 8RF22-0B/1T '�`��` (n O NIPPON Q ... 7-5/8 ACTUAL IN LINTEL (VARIES) Z . .... .. .. , .... • ..... :. .. ....... .. ... .. .. .. .. •. - ,,. MSI III . Tu T �IIuI , I I II'I II,III III .,,. I I TII T., uTITI,. . .. .. .,• ..:.; :....,.. ._... ;., ., :.. •... , ...... , .,.... :, :....,. ...-...,........ �_...'4 _ �,u11111111111116tlIVIV.,„„III s....-�I•„„,,,Thal TII�1tldIIlIIIh11611611IlIIluIIIINV Tu14Vhllllll!IIIIIINIIlniu1P961,!! :I!IIIp,ip, rr 1�--� 1 .., .•,.,... ,�.: ;,,,- .:� .;,::..• � Q C D D D D D D C SF24 OB/1T NOMINAL W H •':, .��' O O O O O FILLED .r 8RF30-1B/1T O ;....:i 2-10” 3 -0 3 -0 3'-0” 3 -0 3'-0” 3 -0 2'-10" LINTEL PER PLAN •~ :f.: . .. 2'-10" P o- -...•::. O 8F32-1B/1T 1-1/2" CLEAR I— w TRANSOM OPENING 1 0 ry 8RF30-0B/1T �',.. c a w r o O 1 s _ #5 REBAR AT TOP MIN. (1) REQ'D Z .';. OD O 8F32 -il (' .: FRAME INFILL AROUIUU �"' ¢ Q C.M.U. WINDOW BY BUILDER + SEE FOUNDATION T 8F38 -1B/1T Z W J � g SEE WF01/SD2 FOR 1: PLAN FOR FILLED CELL M D O LO z ¢ Z N o M Fd • .. zo LL a MORE INFO O O 8F12-1B/1T (� C,6 . INFO. MIN. 1 IS REQ'D u � � y os a is ON EITHER SIDE U.N.O. _ *--�� BOTTOM REINFORCING PROVIDED O J Z V +• 0 8F40 -0B/1T 7-5/8 ACTUAL IN LINTEL (VARIES) N F t _ O � Z n OD C N 1 O 8" NOMINAL WIDTH Q in X UNFILLED p J Z z� ;� a �.; (2) 2X8 WOOD HEADER W O TURNED SIDEWAYS. J Q a E SAFE LOAD TABLE NOTES _ U �3 O ES FIRST PLY 2X8 TO % Q ►- < DOOR OPENING MASONRY WALL W/ 1 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W Z LL N SIMPSON HUS26 HANGER1 LINTELS MUST BE REDUCED BY 20 IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O @ EA. END. W/ (6) 3/16 0x RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w — 1-3/4" TAPCONS INTO U ~ 2. 0 =NOT RATED. MASONRY & (4) 10d X 1 o W 1/2 NAILS INTO HEADER. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 2ND PLY TO 1 ST PLY W/ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR OU _ -• 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U U) 4 /� A /� I ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Z W/DO LINTEL � TRANSOM DETAIL II 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 SCALE: 3/4" T-0" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 OO SUPPORT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B„ rrCrr "D" "All "B" r,Crr "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 .151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 OD NIIIIIINN1161II1@ulII+IIIIIIITII'I+ ""! 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT. Z Z O 3-2 MIN. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. — 0 8'-0" Pdllllli°IIIIIIIIIIIIIIIIIIII NEIN. hIIIIIIIIIIIIIVII J 0' p 11 MIN. MIN. ' g Q Z 17 (n w Z �— W Z O 1(nz O� Q ca Z O 1 _ LINTEL PLAN - U O r M O uj ,. d.LD Uj `J ... U) -) O e ,. w°Q=o o °' a #3=2Yz" w °#4=2Y2"° n < e A• °. - " < #5 = 2 Y2' U STRUCTURAL ENG: BED a..4' - •h #6 = 3" DRAFTING:- - _ #7=3 2 l e ° _ U)-STRUCT: BM .. ' rrprr '. gOIL�7�yC Q QC CHECK: -CC c 'a :' °S /Vp OCL) Z JOB No. TM - 2150877 LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOKJSCALE: AS INDICATED DATE: 07/23/15 (6DO8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" # 15 - 2 8 0 2 # 1 5 Z 8 a 7 S5.0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TI I, ,I I I T IL I r° 14' e a A '° n. d a°.. 8" x 8" x 16" CMU U.N.O. n INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONIC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING NO -SHEAR WALL AT OPENING TYPI DAL SHEAR WALL SEGMENT it ,. . ...... '-_.J_.4 "DOTYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32 -0B 1'-6" 2231 3069/30)69 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Z - - -- _- — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. LU 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END � T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 w 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 $328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. V- 5'-2" Z 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 0 O 6'-2" 488 991 /991 2661 /2143 5681 /2698 6472/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Z 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. F- 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W (,) 101-011292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL w 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 U 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 25Z 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - - 18'-0" 0 211/0 750/0 1177/0 1676/0 m � 18'-8" 0 142/0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. Q W 20'-0" 0 180/0 598/0 1024/0 1441/02. 0 l fc PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE�``r11t'�ft®®o STRENGTH = 1900 PSL LL �� ° oo w CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22 -16/8R22 -OB r 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE • ' •O°•®••• o®�r�,. D- N 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` ;•®y L�•®•�"% W o 1230 9 4085/4085 3'-4" 1081// 920 2769/1716 4085/2839 m`. ®W Q 4'-4" 846/833 2121/1716 3127/2839 LINTEL DESIGNATION SCHEDULE J 5'-4" 664/572 1761/1761 2595/2595 LINTEL15: LD Q F =FILLED WITH GROUT / 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED "' , �••� ®z- �r Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •••••®.` O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY O 8F16-1B/1T O 8F8-1B/1T —�—QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1TF- NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 2 O° 8F16-1B/1T NOMINAL WIDTH (A o TYPE DESIGNATION J • O 8RF14-OB/1T O ll,,, ryf� N O 8F16-0B/1T 1-1/2" CLEAR U U r IN �3J o H p � IIIlu14 'I 1 8F20-1B/1T JCi 4' Q M O I z 1 H z #5 REBAR AT TOP MIN. (1) REQ'D `� w U o O j fy 5_'-11011 r3'-0' 3'-0�" c3'41 16'-10" 16'-10" W ti <t Z ° C.M.U. H II 4 „ „„ O rl 8RF22-1B/1T °�° GROUT a �ti C + u; III 91 pIIIIIUII w II mpulglllulllmljllllu'Y,IIIu pIII 1Iu IIpI Q 1C3 IIIIihI „m6111 II„.Ii6tl116111111161111V,IIIIIIIIIIIIII 6116611IIIIlII VIII LIIVll116 VIII tl II, a �i1„„ p ° C� �5 o VI41I `O z #5 REBAR AT BOTTOM OF LINTEL = D 000 O D8F24-1B/1T CAVITY LLL Z O O r BOTTOM REINFORCING PROVIDED O SEE PLAN FOR TOP OF WALL AND LINTEL INFO I Q 8RF22-0B/1T '�`��` (n O NIPPON Q ... 7-5/8 ACTUAL IN LINTEL (VARIES) Z . .... .. .. , .... • ..... :. .. ....... .. ... .. .. .. .. •. - ,,. MSI III . Tu T �IIuI , I I II'I II,III III .,,. I I TII T., uTITI,. . .. .. .,• ..:.; :....,.. ._... ;., ., :.. •... , ...... , .,.... :, :....,. ...-...,........ �_...'4 _ �,u11111111111116tlIVIV.,„„III s....-�I•„„,,,Thal TII�1tldIIlIIIh11611611IlIIluIIIINV Tu14Vhllllll!IIIIIINIIlniu1P961,!! :I!IIIp,ip, rr 1�--� 1 .., .•,.,... ,�.: ;,,,- .:� .;,::..• � Q C D D D D D D C SF24 OB/1T NOMINAL W H •':, .��' O O O O O FILLED .r 8RF30-1B/1T O ;....:i 2-10” 3 -0 3 -0 3'-0” 3 -0 3'-0” 3 -0 2'-10" LINTEL PER PLAN •~ :f.: . .. 2'-10" P o- -...•::. O 8F32-1B/1T 1-1/2" CLEAR I— w TRANSOM OPENING 1 0 ry 8RF30-0B/1T �',.. c a w r o O 1 s _ #5 REBAR AT TOP MIN. (1) REQ'D Z .';. OD O 8F32 -il (' .: FRAME INFILL AROUIUU �"' ¢ Q C.M.U. WINDOW BY BUILDER + SEE FOUNDATION T 8F38 -1B/1T Z W J � g SEE WF01/SD2 FOR 1: PLAN FOR FILLED CELL M D O LO z ¢ Z N o M Fd • .. zo LL a MORE INFO O O 8F12-1B/1T (� C,6 . INFO. MIN. 1 IS REQ'D u � � y os a is ON EITHER SIDE U.N.O. _ *--�� BOTTOM REINFORCING PROVIDED O J Z V +• 0 8F40 -0B/1T 7-5/8 ACTUAL IN LINTEL (VARIES) N F t _ O � Z n OD C N 1 O 8" NOMINAL WIDTH Q in X UNFILLED p J Z z� ;� a �.; (2) 2X8 WOOD HEADER W O TURNED SIDEWAYS. J Q a E SAFE LOAD TABLE NOTES _ U �3 O ES FIRST PLY 2X8 TO % Q ►- < DOOR OPENING MASONRY WALL W/ 1 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W Z LL N SIMPSON HUS26 HANGER1 LINTELS MUST BE REDUCED BY 20 IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O @ EA. END. W/ (6) 3/16 0x RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w — 1-3/4" TAPCONS INTO U ~ 2. 0 =NOT RATED. MASONRY & (4) 10d X 1 o W 1/2 NAILS INTO HEADER. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 2ND PLY TO 1 ST PLY W/ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR OU _ -• 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U U) 4 /� A /� I ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Z W/DO LINTEL � TRANSOM DETAIL II 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 SCALE: 3/4" T-0" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 OO SUPPORT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B„ rrCrr "D" "All "B" r,Crr "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 .151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 OD NIIIIIINN1161II1@ulII+IIIIIIITII'I+ ""! 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT. Z Z O 3-2 MIN. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. — 0 8'-0" Pdllllli°IIIIIIIIIIIIIIIIIIII NEIN. hIIIIIIIIIIIIIVII J 0' p 11 MIN. MIN. ' g Q Z 17 (n w Z �— W Z O 1(nz O� Q ca Z O 1 _ LINTEL PLAN - U O r M O uj ,. d.LD Uj `J ... U) -) O e ,. w°Q=o o °' a #3=2Yz" w °#4=2Y2"° n < e A• °. - " < #5 = 2 Y2' U STRUCTURAL ENG: BED a..4' - •h #6 = 3" DRAFTING:- - _ #7=3 2 l e ° _ U)-STRUCT: BM .. ' rrprr '. gOIL�7�yC Q QC CHECK: -CC c 'a :' °S /Vp OCL) Z JOB No. TM - 2150877 LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOKJSCALE: AS INDICATED DATE: 07/23/15 (6DO8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" # 15 - 2 8 0 2 # 1 5 Z 8 a 7 S5.0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TI I, ,I I I T IL I a°.. 8" x 8" x 16" CMU U.N.O. n INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONIC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING NO -SHEAR WALL AT OPENING TYPI DAL SHEAR WALL SEGMENT it ,. . ...... '-_.J_.4 "DOTYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32 -0B 1'-6" 2231 3069/30)69 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Z - - -- _- — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. LU 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END � T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 w 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 $328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. V- 5'-2" Z 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 0 O 6'-2" 488 991 /991 2661 /2143 5681 /2698 6472/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Z 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. F- 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W (,) 101-011292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL w 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 U 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 25Z 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - - 18'-0" 0 211/0 750/0 1177/0 1676/0 m � 18'-8" 0 142/0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. Q W 20'-0" 0 180/0 598/0 1024/0 1441/02. 0 l fc PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE�``r11t'�ft®®o STRENGTH = 1900 PSL LL �� ° oo w CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22 -16/8R22 -OB r 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE • ' •O°•®••• o®�r�,. D- N 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` ;•®y L�•®•�"% W o 1230 9 4085/4085 3'-4" 1081// 920 2769/1716 4085/2839 m`. ®W Q 4'-4" 846/833 2121/1716 3127/2839 LINTEL DESIGNATION SCHEDULE J 5'-4" 664/572 1761/1761 2595/2595 LINTEL15: LD Q F =FILLED WITH GROUT / 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED "' , �••� ®z- �r Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •••••®.` O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY O 8F16-1B/1T O 8F8-1B/1T —�—QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1TF- NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 2 O° 8F16-1B/1T NOMINAL WIDTH (A o TYPE DESIGNATION J • O 8RF14-OB/1T O ll,,, ryf� N O 8F16-0B/1T 1-1/2" CLEAR U U r IN �3J o H p � IIIlu14 'I 1 8F20-1B/1T JCi 4' Q M O I z 1 H z #5 REBAR AT TOP MIN. (1) REQ'D `� w U o O j fy 5_'-11011 r3'-0' 3'-0�" c3'41 16'-10" 16'-10" W ti <t Z ° C.M.U. H II 4 „ „„ O rl 8RF22-1B/1T °�° GROUT a �ti C + u; III 91 pIIIIIUII w II mpulglllulllmljllllu'Y,IIIu pIII 1Iu IIpI Q 1C3 IIIIihI „m6111 II„.Ii6tl116111111161111V,IIIIIIIIIIIIII 6116611IIIIlII VIII LIIVll116 VIII tl II, a �i1„„ p ° C� �5 o VI41I `O z #5 REBAR AT BOTTOM OF LINTEL = D 000 O D8F24-1B/1T CAVITY LLL Z O O r BOTTOM REINFORCING PROVIDED O SEE PLAN FOR TOP OF WALL AND LINTEL INFO I Q 8RF22-0B/1T '�`��` (n O NIPPON Q ... 7-5/8 ACTUAL IN LINTEL (VARIES) Z . .... .. .. , .... • ..... :. .. ....... .. ... .. .. .. .. •. - ,,. MSI III . Tu T �IIuI , I I II'I II,III III .,,. I I TII T., uTITI,. . .. .. .,• ..:.; :....,.. ._... ;., ., :.. •... , ...... , .,.... :, :....,. ...-...,........ �_...'4 _ �,u11111111111116tlIVIV.,„„III s....-�I•„„,,,Thal TII�1tldIIlIIIh11611611IlIIluIIIINV Tu14Vhllllll!IIIIIINIIlniu1P961,!! :I!IIIp,ip, rr 1�--� 1 .., .•,.,... ,�.: ;,,,- .:� .;,::..• � Q C D D D D D D C SF24 OB/1T NOMINAL W H •':, .��' O O O O O FILLED .r 8RF30-1B/1T O ;....:i 2-10” 3 -0 3 -0 3'-0” 3 -0 3'-0” 3 -0 2'-10" LINTEL PER PLAN •~ :f.: . .. 2'-10" P o- -...•::. O 8F32-1B/1T 1-1/2" CLEAR I— w TRANSOM OPENING 1 0 ry 8RF30-0B/1T �',.. c a w r o O 1 s _ #5 REBAR AT TOP MIN. (1) REQ'D Z .';. OD O 8F32 -il (' .: FRAME INFILL AROUIUU �"' ¢ Q C.M.U. WINDOW BY BUILDER + SEE FOUNDATION T 8F38 -1B/1T Z W J � g SEE WF01/SD2 FOR 1: PLAN FOR FILLED CELL M D O LO z ¢ Z N o M Fd • .. zo LL a MORE INFO O O 8F12-1B/1T (� C,6 . INFO. MIN. 1 IS REQ'D u � � y os a is ON EITHER SIDE U.N.O. _ *--�� BOTTOM REINFORCING PROVIDED O J Z V +• 0 8F40 -0B/1T 7-5/8 ACTUAL IN LINTEL (VARIES) N F t _ O � Z n OD C N 1 O 8" NOMINAL WIDTH Q in X UNFILLED p J Z z� ;� a �.; (2) 2X8 WOOD HEADER W O TURNED SIDEWAYS. J Q a E SAFE LOAD TABLE NOTES _ U �3 O ES FIRST PLY 2X8 TO % Q ►- < DOOR OPENING MASONRY WALL W/ 1 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W Z LL N SIMPSON HUS26 HANGER1 LINTELS MUST BE REDUCED BY 20 IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O @ EA. END. W/ (6) 3/16 0x RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w — 1-3/4" TAPCONS INTO U ~ 2. 0 =NOT RATED. MASONRY & (4) 10d X 1 o W 1/2 NAILS INTO HEADER. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 2ND PLY TO 1 ST PLY W/ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR OU _ -• 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U U) 4 /� A /� I ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Z W/DO LINTEL � TRANSOM DETAIL II 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 SCALE: 3/4" T-0" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 OO SUPPORT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B„ rrCrr "D" "All "B" r,Crr "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 .151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 OD NIIIIIINN1161II1@ulII+IIIIIIITII'I+ ""! 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT. Z Z O 3-2 MIN. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. — 0 8'-0" Pdllllli°IIIIIIIIIIIIIIIIIIII NEIN. hIIIIIIIIIIIIIVII J 0' p 11 MIN. MIN. ' g Q Z 17 (n w Z �— W Z O 1(nz O� Q ca Z O 1 _ LINTEL PLAN - U O r M O uj ,. d.LD Uj `J ... U) -) O e ,. w°Q=o o °' a #3=2Yz" w °#4=2Y2"° n < e A• °. - " < #5 = 2 Y2' U STRUCTURAL ENG: BED a..4' - •h #6 = 3" DRAFTING:- - _ #7=3 2 l e ° _ U)-STRUCT: BM .. ' rrprr '. gOIL�7�yC Q QC CHECK: -CC c 'a :' °S /Vp OCL) Z JOB No. TM - 2150877 LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOKJSCALE: AS INDICATED DATE: 07/23/15 (6DO8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" # 15 - 2 8 0 2 # 1 5 Z 8 a 7 S5.0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TI I, ,I I I T IL I "DOTYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS W STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32 -0B 1'-6" 2231 3069/30)69 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Z - - -- _- — 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. LU 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END � T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 w 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 $328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. V- 5'-2" Z 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 0 O 6'-2" 488 991 /991 2661 /2143 5681 /2698 6472/3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Z 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. F- 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W (,) 101-011292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL w 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 U 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 25Z 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - - 18'-0" 0 211/0 750/0 1177/0 1676/0 m � 18'-8" 0 142/0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. Q W 20'-0" 0 180/0 598/0 1024/0 1441/02. 0 l fc PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE�``r11t'�ft®®o STRENGTH = 1900 PSL LL �� ° oo w CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22 -16/8R22 -OB r 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE • ' •O°•®••• o®�r�,. D- N 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ` ;•®y L�•®•�"% W o 1230 9 4085/4085 3'-4" 1081// 920 2769/1716 4085/2839 m`. ®W Q 4'-4" 846/833 2121/1716 3127/2839 LINTEL DESIGNATION SCHEDULE J 5'-4" 664/572 1761/1761 2595/2595 LINTEL15: LD Q F =FILLED WITH GROUT / 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED "' , �••� ®z- �r Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •••••®.` O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY O 8F16-1B/1T O 8F8-1B/1T —�—QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1TF- NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 2 O° 8F16-1B/1T NOMINAL WIDTH (A o TYPE DESIGNATION J • O 8RF14-OB/1T O ll,,, ryf� N O 8F16-0B/1T 1-1/2" CLEAR U U r IN �3J o H p � IIIlu14 'I 1 8F20-1B/1T JCi 4' Q M O I z 1 H z #5 REBAR AT TOP MIN. (1) REQ'D `� w U o O j fy 5_'-11011 r3'-0' 3'-0�" c3'41 16'-10" 16'-10" W ti <t Z ° C.M.U. H II 4 „ „„ O rl 8RF22-1B/1T °�° GROUT a �ti C + u; III 91 pIIIIIUII w II mpulglllulllmljllllu'Y,IIIu pIII 1Iu IIpI Q 1C3 IIIIihI „m6111 II„.Ii6tl116111111161111V,IIIIIIIIIIIIII 6116611IIIIlII VIII LIIVll116 VIII tl II, a �i1„„ p ° C� �5 o VI41I `O z #5 REBAR AT BOTTOM OF LINTEL = D 000 O D8F24-1B/1T CAVITY LLL Z O O r BOTTOM REINFORCING PROVIDED O SEE PLAN FOR TOP OF WALL AND LINTEL INFO I Q 8RF22-0B/1T '�`��` (n O NIPPON Q ... 7-5/8 ACTUAL IN LINTEL (VARIES) Z . .... .. .. , .... • ..... :. .. ....... .. ... .. .. .. .. •. - ,,. MSI III . Tu T �IIuI , I I II'I II,III III .,,. I I TII T., uTITI,. . .. .. .,• ..:.; :....,.. ._... ;., ., :.. •... , ...... , .,.... :, :....,. ...-...,........ �_...'4 _ �,u11111111111116tlIVIV.,„„III s....-�I•„„,,,Thal TII�1tldIIlIIIh11611611IlIIluIIIINV Tu14Vhllllll!IIIIIINIIlniu1P961,!! :I!IIIp,ip, rr 1�--� 1 .., .•,.,... ,�.: ;,,,- .:� .;,::..• � Q C D D D D D D C SF24 OB/1T NOMINAL W H •':, .��' O O O O O FILLED .r 8RF30-1B/1T O ;....:i 2-10” 3 -0 3 -0 3'-0” 3 -0 3'-0” 3 -0 2'-10" LINTEL PER PLAN •~ :f.: . .. 2'-10" P o- -...•::. O 8F32-1B/1T 1-1/2" CLEAR I— w TRANSOM OPENING 1 0 ry 8RF30-0B/1T �',.. c a w r o O 1 s _ #5 REBAR AT TOP MIN. (1) REQ'D Z .';. OD O 8F32 -il (' .: FRAME INFILL AROUIUU �"' ¢ Q C.M.U. WINDOW BY BUILDER + SEE FOUNDATION T 8F38 -1B/1T Z W J � g SEE WF01/SD2 FOR 1: PLAN FOR FILLED CELL M D O LO z ¢ Z N o M Fd • .. zo LL a MORE INFO O O 8F12-1B/1T (� C,6 . INFO. MIN. 1 IS REQ'D u � � y os a is ON EITHER SIDE U.N.O. _ *--�� BOTTOM REINFORCING PROVIDED O J Z V +• 0 8F40 -0B/1T 7-5/8 ACTUAL IN LINTEL (VARIES) N F t _ O � Z n OD C N 1 O 8" NOMINAL WIDTH Q in X UNFILLED p J Z z� ;� a �.; (2) 2X8 WOOD HEADER W O TURNED SIDEWAYS. J Q a E SAFE LOAD TABLE NOTES _ U �3 O ES FIRST PLY 2X8 TO % Q ►- < DOOR OPENING MASONRY WALL W/ 1 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W Z LL N SIMPSON HUS26 HANGER1 LINTELS MUST BE REDUCED BY 20 IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O @ EA. END. W/ (6) 3/16 0x RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w — 1-3/4" TAPCONS INTO U ~ 2. 0 =NOT RATED. MASONRY & (4) 10d X 1 o W 1/2 NAILS INTO HEADER. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 2ND PLY TO 1 ST PLY W/ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR OU _ -• 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U U) 4 /� A /� I ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Z W/DO LINTEL � TRANSOM DETAIL II 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 SCALE: 3/4" T-0" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 OO SUPPORT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B„ rrCrr "D" "All "B" r,Crr "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 .151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 OD NIIIIIINN1161II1@ulII+IIIIIIITII'I+ ""! 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT. Z Z O 3-2 MIN. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. — 0 8'-0" Pdllllli°IIIIIIIIIIIIIIIIIIII NEIN. hIIIIIIIIIIIIIVII J 0' p 11 MIN. MIN. ' g Q Z 17 (n w Z �— W Z O 1(nz O� Q ca Z O 1 _ LINTEL PLAN - U O r M O uj ,. d.LD Uj `J ... U) -) O e ,. w°Q=o o °' a #3=2Yz" w °#4=2Y2"° n < e A• °. - " < #5 = 2 Y2' U STRUCTURAL ENG: BED a..4' - •h #6 = 3" DRAFTING:- - _ #7=3 2 l e ° _ U)-STRUCT: BM .. ' rrprr '. gOIL�7�yC Q QC CHECK: -CC c 'a :' °S /Vp OCL) Z JOB No. TM - 2150877 LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOKJSCALE: AS INDICATED DATE: 07/23/15 (6DO8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" # 15 - 2 8 0 2 # 1 5 Z 8 a 7 S5.0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TI I, ,I I I T IL I OD NIIIIIINN1161II1@ulII+IIIIIIITII'I+ ""! 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN USE SAFE LOAD FROM NEXT LOWER HGT. Z Z O 3-2 MIN. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. — 0 8'-0" Pdllllli°IIIIIIIIIIIIIIIIIIII NEIN. hIIIIIIIIIIIIIVII J 0' p 11 MIN. MIN. ' g Q Z 17 (n w Z �— W Z O 1(nz O� Q ca Z O 1 _ LINTEL PLAN - U O r M O uj ,. d.LD Uj `J ... U) -) O e ,. w°Q=o o °' a #3=2Yz" w °#4=2Y2"° n < e A• °. - " < #5 = 2 Y2' U STRUCTURAL ENG: BED a..4' - •h #6 = 3" DRAFTING:- - _ #7=3 2 l e ° _ U)-STRUCT: BM .. ' rrprr '. gOIL�7�yC Q QC CHECK: -CC c 'a :' °S /Vp OCL) Z JOB No. TM - 2150877 LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOKJSCALE: AS INDICATED DATE: 07/23/15 (6DO8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" # 15 - 2 8 0 2 # 1 5 Z 8 a 7 S5.0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TI I, ,I I I T IL I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TI I, ,I I I T IL I CONTRACTOR TO AT CORNERS CONSTRUCTION PRECAST "U" METAL LATH OR SCALE: 3/4" = V-0" VERIFY THE GROUT PROVIDE BEND 0 LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 -SHEAR WALL psi CONC. PER OVER COURSES d OF BLOCK FOR HOOK BAR. LAP A' °.A' LINTEL PLAN. IF NOT REQ'D TO A PROPER TRUSS/ OTHER BARS INTO 41/4 REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN FLOOR SYSTEM CORNER AS REQ'D 91/2 INDICATED IN (SHEET METAL & 55/8 BEARING (MIN 3") 24 #5 LINTEL, #5 TO BE'. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 25 A 7 HOOKED INTO PROHIBITED) 10" HOOK NOT REQUIRED TO BE FILLED 33/4 81/16 FRAME INFILL AROUND,.. SIDE VERTICALS 41/2 STANDARD 90 DEGREE HOOK 181/2 ' #7 WINDOW BY BUILDER d ' .' •.. �"'" `° en _ Q'. _ • 4 .•e.d ' _. "° �'_' ,'` d' o °:. ,,;� .. _°_• a ' TYP BOND BEA W M 8" x 8" x 16" K.O. LINTEL r BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. • A .A° PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D e ° '°. 4A A' REBAR o! O g z d7 N Wj°a•d ° W A A. z A a ROUGH OPENING PER PLAN w A , a e ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR (7 W z O CD ° CONSTRUCTION GRADE 60 - SCALE: 3/4" = V-0" LENGTH , ... AQ BEND 0 LENGTH d . ° . NO -SHEAR WALL T OPENING "A„ d . 'e .d A' °.A' 4 °4, A 4 [ 41/4 A.. I d o! O g z d7 N Wj°a•d ° W A A. z A a ROUGH OPENING PER PLAN w A , a e ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR (7 W z O CD 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi GONG. SEE A MD08/S5 FOR LAP INFO. ' PROVIDE CLEAN OUT OPENING @ GROUT ° CONSTRUCTION GRADE 60 - SCALE: 3/4" = V-0" LENGTH , ... AQ BEND 0 LENGTH d . ° . NO -SHEAR WALL T OPENING "A„ ° ' TYPI AL SHEAR WA L SEGMENT '. #3 A 41/4 7 4 [ 41/4 91/4 18 #4 21/2 .� tit. :•h• ..: 91/2 20 d 55/8 121/2 24 #5 TRANSOM OPENING 7 113/4 25 A 7 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi GONG. SEE A MD08/S5 FOR LAP INFO. ' PROVIDE CLEAN OUT OPENING @ GROUT I : CONSTRUCTION GRADE 60 - SCALE: 3/4" = V-0" LENGTH , ... AQ BEND 0 LENGTH d . ° . NO -SHEAR WALL T OPENING "A„ ° ' TYPI AL SHEAR WA L SEGMENT A.. #3 17/8 41/4 7 15 [ 41/4 91/4 18 #4 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi GONG. SEE A MD08/S5 FOR LAP INFO. ' PROVIDE CLEAN OUT OPENING @ GROUT D06 I : CONSTRUCTION GRADE 60 - SCALE: 3/4" = V-0" LENGTH , ... AQ BEND 0 LENGTH d . "All - "B" Itc,11 "DI's "A„ "B" ,iCil A.. #3 17/8 41/4 7 15 [ 41/4 91/4 18 #4 21/2 .� tit. :•h• ..: 91/2 20 d 55/8 121/2 24 #5 TRANSOM OPENING 7 113/4 25 A 7 D06 TYPICAL MASONRY CONSTRUCTION GRADE 60 BAR SIZE SCALE: 3/4" = V-0" LENGTH SEE PLAN FOR TOP OF WALL AND LINTEL INFO BEND 0 LENGTH LAP SPLICE "All - "B" Itc,11 "DI's "A„ "B" ,iCil "D11 #3 17/8 41/4 7 15 .LINTEL PER PLAN •°'' r.: 41/4 91/4 18 #4 21/2 .� tit. :•h• ..: 91/2 20 3 55/8 121/2 24 #5 TRANSOM OPENING 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 FRAME INFILL AROUND,.. 30 41/2 81/16 181/2 ' #7 WINDOW BY BUILDER 9 13/16 ' .' •.. SEE FOUNDATION 1 51/4 ' • 42 SEE WF01/SD2 FOR �' .;,.' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO LU 1 ON EITHER SIDE U.N.O. 0 0� 0 1 ! V 0Zc� '• t--(2) 2X8 WOOD HEADER J r —� TURNED SIDEWAYS. O H- FIRST PLY 2X8 TO Ea- DOOR OPENING •: MASONRY WALL W/ i STRUCTURAL ENG BED i DRAFTING SIMPSON HUS26 HANGER -STRUCT: BM QC CHECK: CC JOB No. @ EA. END. W/ (6) 3/16" Ox SCALE: 1-3/4" TAPCONS INTO DATE: MASONRY & (4) 10d X 1 07/23/15 1/2" NAILS INTO HEADER. S5.1 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. 4�DO LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All - "B" Itc,11 "DI's "A„ "B" ,iCil "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 172 35 1 51/4 913/16 213/4 42 FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT 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 LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS LU STANDARD LINTELS STANDARD LINTEL NOTES o ,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32 -0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. � V-6" 2231 3069/3069 6113/6113 8974 / 8974 10000 / 10000 Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Z - - - - 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 W 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. V- 51-21' Z 570 1232/1232 3480/2580 8360/3586 8825/4592 o O 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Z T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS w (� 10.-011292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = U) 10'4" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL W 12'-0" 239 418/297 1075/1045 1838/1446 2883/18,48 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 U 13'-4" 0 328/0 1234/0 1779/0 2662/0 Z 14'-0" 0 292/0 1160/0 1660/0 2439 / 0 z 16-0" 0 284/0 950/0 1379/0 1997/0 - - 18'" 0 211/0 750/0 1177/0 1676/0 MATERIALS -0 m j 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI, Q W 20'-0" 0 180/0 598/0 1024/0 1441/02 0 I� 20'-8" 0 145/0 550/0 981/0 1376/0 . fc PRESTRESSED LINTELS = 6000 psi. Of 22'-8" 0 110 0 450 / 0 824 / 0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 0 / ,. 'oaaaalNll'PP7® RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COM STRENGTH = 1900 PSL CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB gy 2-4 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE z 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LL ® o T-0" 1230/1230 2769/2769 4085/4085 � C=:)Z Z LINTEL DESIGNATION SCHEDULE -4 3 1081 / 920 2769 / 1716 4085 / 2839 ^- 4'-4" 846/833 2121/1716 3127/2839 �J 64" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / '' .®� Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED s `0®..,® ®�``' Q 0 T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ P J 0 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY i��r11j1e® _j � 8F16-1B/1T 0 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER (D 8F8-1 B/1 T �—QUANTITY OF #5 REBAR AT TOP Q. 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (D 8RF14-1B/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. NOMINAL HEIGHT �: r) \ 0° 8F16-16/17 NOMINAL WIDTH w V O TYPE DESIGNATION 1 • O 8RF14-06/1T 2 O SOI` p I O iilii ill 'i;,igillu,i, I,A7r�� N 8F16-OB/1T 1-1/2" CLEAR U U N; 'iii 3J o O 8F20-1B/1T _j L W e. ° M OU O z #5 REBAR AT TOP MIN. (1) REQ'D Oo " 8F20-0B/1T v _jw �a Q z C.M.U. III, 0 8RF22-1 B/1 TO a - GROUT Q r z 8F24-1B/1T LINTEL #5 REBAR AT BOTTOM OF LI = U 0 _ U V 010 CAVITY 1 0Z O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED O 0� 7-5/8" ACTUAL IN LINTEL (VARIES) Z M 8F24-OB/1T 8" NOMINAL WIDTH M (q LY O 8RF30-1B/1T FILLED 0 O 8F32-1B/1T 1-1/2" CLEAR W JM 0 8RF30-0B/1T Q _ #5 REBAR AT TOP MIN. (1) REQ'D Z O 8F32 -0B/1T U _j ry C0 U Q z C.M.U. 0 W J g 8F38-1B/1T 7 0 L ©�M^ O 8F12 -16/17 - v� T O 8F40 -0B/1T �` BOTTOM REINFORCING PROVIDED O J Z 0 r 00 7-5/8 ACTUAL IN LINTEL (VARIES) ZN N W a O 0 $NOMINAL WIDTH Q g 5 g v O UNFILLED 0 --� Z Zn W < 'is8 W Z Z ON� J O i LU i W Lu T INTFI PI AN SAFE LOAD TABLE NOTES u F 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED F 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. C 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. D 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR C 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING C 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 o CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF C SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. I C 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. `- <' e "B d A.S/af�iF'C3 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK 4608 REBAR SPLICE DETAIL #15-2802 X15-2807 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U) �— I I i Z 1 M LU III 0 Z Z i O I-- V) LU 1 0 0� 0 1 ! V 0Zc� I LU J r —� �- O H- 0 Ea- F-- i STRUCTURAL ENG BED i DRAFTING -STRUCT: BM QC CHECK: CC JOB No. TM - 2150877 SCALE: AS INDICATED ..-. - DATE: 07/23/15 S5.1 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO TIE BEAM SPLICE TO a �� BE MIN. 25" GROUTBE MIN. 25" GROUT CELL SOLID CELL SOLID MASONRY WALL l MASONRY WALL aCONC. SLAB PER „ SEE PLAN I SEE PLAN I > FOUNDATION PLAN CONCRETE SLAB PER 1 1'� CONCRETE SLAB PER I I z FOUNDATION PLAN 1° FOUNDATION PLANT j g I. VARIES ' " SEE PLAN °' a I. W m d I 44 -I toQ �d ' GRADE to ti. a d GRADE z w w m ` Ur QO IF - ° a' IIIA = II I_��—_I �.'nI•_r_''i� 4 I—= IUM ;�=III-- I. �1 I I 1 I °I �-a I ��4• _III o A." _�° LL 1 - O > I 3'VER (2) #5 BARS CONT3(2) #5 BARS CONT. CLEAN COMPACT ED W/ 3" COVER TYP. CLEAN COMPACTED W/ 3" COVER TYP. COIVER . FILL @ 95%STANDARD FILL @ 95% STANDARD 1, 4' DENSITY 1'-4 " DENSITY WHERE 2ND STORY OCCURS FT(' , 12 - LU W LU V) 40 a 4., .. ° d . .4 4 . d' 45" a �. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PAST DEEPEST STEP FLUSH w/ FOUNDATION REQ'D MIN 4" BELOW (1)'#5 CONT. w/ 1-1/2" COVER TYP. loge 1-1/2" COVER TYP. CONIC. SLAB PER I FOUNDATION PLAN 2 1/4" CONCRETE SLAB PER w I 2x.BRG WALL PER PLAN AND BEARING WALL SCHEDULE FOUNDATION PLANT W g z 2x PT SILL PLATE Of as as a d4 4,. ° m q 4 m a d ° I — =► e_ T- 1-1 _ LLi LU I —) 16" � CLEAN COMPACTED > O () 2 #5 BARS CONT. w/ 3" FILL @ 95% STANDARD M COVER TYP.; AT DENSITY (2) #5 BARS CONT. wv/ 3" 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO FILL 9501 STANDARD " 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE CONC. SLAB PER FOUNDATION PLAN �— 2x P.T. SILL PLATE -.4 . *a4 — — 4 L- =11_L-1 I_I �— 00 =1 I —I <„ I 1-1 CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" — 8" loe 8" FILL @ 95% STANDARD COVER TYP.; AT DENSITY 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO 8" 8" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY U UjIu - - SORCOND. D. (3) #5 B ° E 20 WIDE BE 20" WIDE - WH RE 2ND STORY OCCURS, FTG 2- SHALL BE 1 -4 WIDE w/ 3 # m j SHALL BE 1'4' WIDE w/(3) #5 BARS ' " O 5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE Q LLI A q O fi FO TYPICAL EXTERIOR FOOTING fiFO�TYPICAL GARAGE CURB FOOTING AFO�NON-BEARING SLAB STEP DOWN fi!=O�DOUBLE STEP FOOTING fil=0�BEARING SLAB STEP DOWN fiFOkFOOTING AT INTERIOR BEARING �4r1r1rairr,® Uj 3/4"=1'-0•, 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1' 0" ` �', t ®®®®®�® a 0 OPT. MASONRY CURB ®° ®•® X u•®saw®®®•• �,,, N @ ELEV. 0'-0" w/ (1) #5'< > ? ® Z 1 CONT: BAR VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D 0 _ SLOPED GROUT TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w J w' DRAIN C: OPTIONAL CURB BY a' d O® (% QO MASONRY WALL �r `•® • !. BUILDER MIN. 24" BEFORE a1Q' I. ° co SEE PLAN e ••®® •• ® t�Q z 8x12 THICKENED b ' d CONE SLAB PER 1 #5 FROM FTG. T .® • ®�� w O CONIC. SLAB PER I I 11 11 ANOTHER STEP � o' I O ; `. � `� +� LL 8„ g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. a , ° • TI O ®J� 1!111111 d SLOPE FOUNDATION PLAN TIE BEAM MIN. 25 FOUNDATION PLAN w/ 3" COVER TYP. I #5 CONT. ' . ' PER L ¢ a � .�4 m MFG SPLICE GROUT CEL w I REINFORCEMENT SEE _ I11j GRADE a 4° ° :. a Idl d� l FOUNDATION PLAN SOLID PER PLANS \ _ -_ - • e`` - o d .r �,� w ° a ° I'.e A.r',I; FOR QUANTITY jC d 1 w o • — _ a _ a_ _ _ man _ _ W n d. d 4d °' °. ° -- I = _ - ° •a, > •. 4 = z a .I .P .0 � � mem #5 x 25" x 25" CORNER THRESHOLD PER MFG 4 m ° .a w �o 1 _ _ l da . tr I_I I I—III—III— I = a a . ; ° W ° d d .. ° t 4 I ° a .. BAR ONE FOR EA. cn - 4 ° q:4 -) — d a ° ..d ° d ° ' .. a I w - __. o .d w . . d — °. d ° a . a HORIZONTAL CONIC. SLAB PER U _.._._ a a — UO q,l _. I i I III—III—III—III I ,— ��3J ° a a °.. a d REBAR, TYP. U.N.O. FOUNDATION PLAN III °. m • — ,.., $ 4 .... I I �—III--III—_I 14 1= ° I q.. n a.• I ____. _. 111 I III III—III—III-1 �I a W ° ,—.� r� -.0 mm .m i_ ..m 'a '� ° ° °d. I .O c}• I— - _ - ¢ O Z ° III (IIai,IIIIiII Illi mJ "I on �.'� ��m�� mj M I I I►/\ ILII �.�� ,�y 4. 1 - ° 4m °. ',' ��.�- 11.r_ a I I M (z) #5 BARs CONT. =1 I=1 I-1 I I III-= = I N a o > 1 1 I I =� ��I I I (2) #5 CONT. w/ 3 , d SLOPE W/ 3 COVER TYP.; @ 1-4 w 1'-4" (2) #5 CONT. w/ 3'� -I , II ...._ = r. 16" MIN. --I - :COVER TYP. PER MFG SLOPE EXT. SURFACE (3) #5 BA S4, 2 -STORY OVNDIOTION Q (2)'#5 BARS CONT. M COVER TYP. III (� III III (2) #5 BENT BARS w/ W/ 3 COVER TYP. �, WIDE FOOTING OR GRADE 1/4" PER U CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED U_ titi FILL @ 95% STANDARD FOOT AWAY FROM FILL @ 95% STANDARD O 04'� WHERE 2ND STORY OCCURS, FTG BUILDING SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY DENSITY Z ~J ELASTOMERIC JOINT O 7. FILLER Q m AFO FOOTING @ SHOWER AT MASONRY fiFO THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL fil=f�TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 0 3/4"=1'-0" 3/4"=l' -O" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" uj r�1 u VJ ' � J SEE PARTY WALL 1/2" J -BOLTS OR ALL U FILLED CELL PER PLAN z ® WOOD POST PER PLAN 1/2 J -BOLTS OR ALL THREAD DETAILS (S7) FOR THREAD RODS 6''' FROM 8" CMU BLOCK FOR SIZE AND BASE RODS 6" FROM EA. END OF WALL WALL ASSEMBLY EA. END OF WALL AND @ SEE PARTY WALL 4„ CONNECTION AND @ 32" O.C. W/ 7" MIN. EMBED 32" O.C. W! 7" MIN. EMBED DETAILS (S7) FOR W g t _ _ _ -yat INTO CONC. INTO CONIC. WALL ASSEMBLY W p GARAGE TOP COURSE TO BE SEE PARTY WALL ca 0ZSj G PT BOTTOM PLATE - CHAIR BLOCKS. DETAILS (S7) FOR 3-1/2" CONIC. SLAB w/ 0 Z < d S �r PT BOTTOM PLATE - J ENTIRE BASE TO BE � 4•. THREADED ROD 3-1/2" CONIC. SLAB SEE PARTY WALL O FILLED SOLID INFORMATION ONLY w/ FIBERMESH REINF. DETAILS (S7) FOR FIBERMESH REINF. (1) #5 FROM FTG. z 3-1/2" CONC. SLAB w/ REQ'D AT WALL WITH OVER 6 MIL. OVER 6 MIL. VAPOR TO TIE BEAM O TOP VIEW CORNER THREADED ROD — Z SEE ELEVATION FIBERMESH REINF. BARRIER SPLICE TO BE MIN. 0 OVER 6 MIL. VAPOR UPLIFT VAPOR BARRIER INFORMATION, ONLY 25" GROUT CELL U C� C ~' CMU BASE w/ (1) #5 REQ'D AT WALL WITH OJ O 2 CONC. SLAB PER BARRIER d ' SOLID a GARAGE WALL VERTICAL @ EACH UPLIFT e w FOUNDATION PLAN " CORNER. SEE FLR. • ° l.. _ U Yf BEYOND m .. .. •° PLAN FOR BASE SIZE 4, 4 ° °' ''° a° . �' , q A. da . . ° f' a w ° „• Q °a, qa e •; a d a 4 A _ 44 A x 4 d 1 w 0 144 a . a DRIVEWAY BY I __..._ 4 d o I— d. a a __ . e _j ' III. —I I � z o SEE FOUNDATION FOR ¢ bd . `, . e b4 • e ' d' BUILDER- CONCRETE I I I—I I—) 11- w- e W I� — — ° 4" PAD SIZE °: 1..4 I ____ d. " ° ,d..: .. 4 --- - I ! 4 e4 z ~ ,�, CIO OR PAVERS ° w 11= _ a a a= 1-� 141 I Q CONIC. SLAB OR7 - _ I __ I °°: L~EJ O m° ° da4 PAVERS PER PLAN d and O W — — — III i - - _ dl —°I°.I CLEAN COMPACTED I leeeee- FILL @ 95% I I —_ —_ —III CLEAN U (n I 1= CLEAN COMPACTED °,. W 48' a STANDARD DENSITY. - _ _ (3) #5 BARS (3) #5 BARS ¢�` FILL @ 95% STANDARD g d4 ° -- —III �I I I --I I - COMPACTED FILL 1'-8" CONT. z —III III =1 _ II DENSITY - I 2'-0" CONT. CLEAN o - d @ 95 /o STANDARD 8" x 8" THICKENED _ -I q 4 4 �.La_Q� _�_ - 11 r COMPACTED FILL (3) #5 BARS DENSITY 0 8,, 31. COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED _ °.. ° '.' .A.. ° _ @.95% STANDARD 2'-0" CONT, p 101!FILL @ 95% STANDARD 1= — - —I DENSITY d 1- DENSITY — — — �_ Z fil=f�THICKENED EDGE @ GARAGE DOORfil=l�FOOTING @ ENTRY MASONRY COLUMN F1 T�UNDATION F18 TYPICAL FOUNDATION GARAGE F19 TYPICAL FOUNDATION CMU o LMJ o 3/4"=1'-0" 3/4''=1'-0" PARTY WALL SCALE: 3/4" =1'-0" PARTY WALL SCALE: 3/4" =111 PARTY WALL SCALE: 3/4" =11-0" O � z 0 11 TOP (2) #5 x 4'-011 = CENTERED AT PIPE. PVC OR SCH40 SLEEVE w Z PENETRATION d d 4 Q Z 0 8 CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. L — CENTERED AT PIPE — o ' � � W CONC. SLAB PER =— — -- FOUNDATION PLAN 811 C.M.U. FINISH PER PENETRATION I I=1 I I (=I I ~ FINISH FLOOR ELEV. I I I— 4 ... 4 ==1 I 0 0 r °� z --III-- � - I =1 1- FINISH FLOOR — d r PENETRATING �. -GRADE PIPE PENETRATING PIPE I —I I I=I I=1 I z U 0 Z r _— a . SEE FDN. CO LU -� - _ - d A d a d4 Q ._.-... I PLAN FOR -I U) 0 I- e , . LOOP TIE (TYP.) o SIZE &REINF. p 0 Q = 0 1= _ , —' PIPE (PERPENDICULAR TO FND �— TOP (2) #5 x 4'-0" — — — — PVC SLEEVE MIN. - —1 I I— I FOOTING PER PLAN z_ L I =1 — _ —I 1 I __I CENTERED AT PIPE STRUCTURAL ENG: BED DIAMETER TO BE 2 I-1 I I=1 I I—III- �' I I I - 1= I=� (1 PENETRATION PVC OR SCH40 SLEEVE U ...._ _-_ PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN - —_ L I—I — I THAN THE FILL 95% STANDARDL I_I I SEE FDN PLAN = � DRAFTING: DENSITY I I— _ I i I -'I a cn PENETRATING PIPE (SIDE VIEW) I ( _ FOR SIZE I_ d a q J -=STRUCT: BM - p PVC SLEEVE --III _ &REINF. — I __ d g1JILb�,y ¢ QC CHECK: CC (FRONT VIEW) . •.. — -EM, � I `WIN , a � 1 _ 1- � � -- Z JOB No. TM - 2150877 _ -- -- ILL! PIPE VERTICAL VERTICAL THRU FDN - a- 1- ��p�>O SCALE: AS INDICATED -- a—Till d. I 1_1j DATE: 07/23/15 --I II 11-11 I � _III_ #F`14�TYPICAL FOUNDATION PENETRATIONS I_ I_ NOT USED # 1 5` 2 8 0 2 # 1 5` 2: Q 7 ~ 3/4"=11-011 PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,' LLC. An use, duplication, or transfer of these documents without the expressed, written consent f Y Y p p t o MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. to r, a PROVIDE STANDARD DA 2x6x12 P.T. CENTER ER SEE PLAN FO U) HOOK I BUCK FRAMING INFI • w :.4; ' ,,, .,^..•. ; 3/8" DIA. ANCHOR ^,r, .;,4,`:4 , 2.... , > - CENTERED BLOCKING PE WALL SCHEDi �. ..� (1) #51N TIE BEAM (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(11) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL � w/ 3000 psi CONC. unr/(1) (1) #5 BAR IN PRECAST 1j #5 REBAR VERT. LINTEL <4 VERIFY w/ PLAN FOR GARAGE� "{ BEYOND WALL REQ'D LOCATIONS.. �.. (2) #5's VERTICAL IN t. U) GROUT FILLED CELLA I I L j�I+ Z 2x6 P.T. BUCK EACH SIDE OF OPENING CMU WALL PER PLAN ll - ENTIRE COLUMN TO o- m - --- I , r PRE -CAST LINTEL PER W PLAN �-- (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16" x 3" 12 O.C. 1 2x8 3/16" x 3" 12" O.C. 2 FASTEN PT 2x NAILER TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK N 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN z0 THIS CASE. 1- 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ❑ V „ „ W « Q ' .: � 4' 4 . 4, D J (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) Q f— ......._.. z W f � FASTEN PT 2x NAILER TO MASONRY NOTES: W 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK N 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN z0 THIS CASE. 1- 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ❑ V „ „ W « ' .: � 4' 4 . 4, BE GROUT FILLED U.N.O. w (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) v � w `t c� g _ 0 oo m > 0 m LCONNECTION ¢ (5) 3/8" DIA. J -BOLT W/ � 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 1-1/2" x 3/18" THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, THREADED ROD PER PLANS. MIN. 6 FROM END OF BRG. WALL/ MASONRY WALL BASE PLATE PER BRG WALL SCHEDULE f � (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBED. FOR HOLLOW BLOCK OR 3 1/2" EMBED. FOR SOLID BILK. MAX. 6" FROM TOP & BOTTOM BUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS STAGGERED @ 12 O.C. @EACH SUCCESSIVE BUCK I=- 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME W 1 2x OR (2) 2x BUCK O OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS ❑ TBD BY BUILDER O (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S z SPECS ❑ W � - .. ( • a) NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO REST EQ. SPACED m �24" O.C.) PT BASE PLATE p LUa ., , r�V9,�41111�w� fiD0 VERTICAL REINFORCEMENT DETAIL ADO�GARAGE BUCK DETAIL fiD0�BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL ;� °"`�F� ® W 1/2"=1'-0" 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" n o � +�•••••�«�®�®� I ZO- NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL 0 � � � w o P.T.@ TOP TO ALLOW SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING ,m • = Z Z PRECAST LINTEL PER FRAMING DETAILS FOR "ft M. = � � 0 CONT. 2x4 BLOCKING TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME C) • �. 0 CONNECTION PERS � ! Q PLAN 7/16" O.S.B. EA. SIDE � . , AROUND CURVE. MIN. ADDITONAL CONNECTION PER STD. CONNECTOR �` ° -� INFORMATION :� 2 TAPCON ANCHORS ��STD. CONNECTOR NOTES STD. CONNECTOR � � p MASONRY WALL PER 2x8 (HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES SEE PLAN EITHER UPSET OR 7_DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK 1��g 1l1 1®`�� OJ 2x8 W/ (2) 16d TO EDGE AS REQ'D EDGE 0 U - NAILS EA. END 2x BLK'G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END J Q EACH END � _ 2x SPF CONT. HEADER PER —� 1/2" x 8" ANCHOR BOLT I (2) 2x TOP PLATE r l BLOCKING ATTACH TO LOCATION V 7/16" OSB W/ (2) 8d (3) 16d COMMON (2) 2x PLATE F 2x #2 SYS SEE PLAN NAILS E N D VIEW W/ CMU OR TITEN IR @ 32" o NAILS (TYP.) I (2) 2x TOP PLATE FOR SIZES PLAN FOOPEN NG PROVIDED END-r O.C. & 6 FROM EACH END I PER PLAN) O of�6Jl � 7/16" OSB EA. SIDE, W/ MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE O a di up yf N HEADER SEE PLAN ( ) MIN. 2x4 SPF #2 KNEE �� iii 6d NAILS @ 16 O.C. TO WALL WITH STUDS @ WALL WITH STUDS @ U U �ii9,�iIIII,i� 3j o SIDE & TOP NAILER 16" O.C. W/ 16" O.C. W/ 2x PT BOTTOM WALL w/ STUDS @ 16 ❑ qp 2x4 SPF CONT. (2) 2x #2 SYP SEE PLAN PLATE I O.C. w/ STRUCTURAL z O Z STRUCTURAL FOR BEAM SIZE STRUCTURAL MM „ TOP OF WALL TO W a O BLOCKING ATTACH TO SHEATHING FROM 7/16 OSB W/ 2 8d SHEATHING ON BOTH SHEATHING ON BOTH � c� U _o 7/16" O.S.B. EA. SIDE O SIDES FROM TOP SOF SIDES FROM TOP OF PRECAST LINTEL OR NAILS I BOTTOM OF WALL. w d M WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ►- 2x BUCK PER MD04 ATTACHED PER a r O 2x BLK'G. TO O.S.B. W/ BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I i NAILING SCHEDULE Q V THIS SHEET ARCH PER ELEV 7/16 OSB EACH SIDE (2) - 8d EACH END T/O SIDE &TOP 6" OER (OTHERWISE SPU CLIPS I ffri�NAILING SCHEDULE � MASONRY WALL <4 OTHERWISE SP2 CLIPS U Z ��69 U AT TOP AND SP1 CLIPS BUILDER FRAME AT TOP AND SP1 CLIPS U- 2x BUCKS, AT BASE ARE REQ'D 0 O� AT BASE ARE RADIUS AS REQ'D Z z Q END VIEW w/ WOOD REQUIRED o am fiF_O'N ARCH WINDOW FRAMING DETAILS fiFO KNEEWALL AT DOWNSET BEAM PF0 KNEEWALL AT UPSET BEAM fiF0 KNEEWALL OVER MASONRY WALL O 3/4"=11-0"3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" - w PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED U) TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING U 24 0. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING — Z V ATTACH PER NAILING ❑ J 0 ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE W � P 8 * TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 ❑ p CONNECTION PER STD SUPPLIED BY A/C SEE ti 1.--� < CLOSURE WALL w/ IF NO WEB IS PRESENT CONNECTION NOTES SINGLE TOP AND BASE COMPANY PLAN STANDARD TRUSS � W < T PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL TOP CHORD VARIES O � z TO TRUSS. STUDS @ n' zz EXT. SHEATHING �\ AT EACH TRUSS ATTACHED PER�_--- TRUSS WEBS NOT J .J NAILING SCHEDULE � 24' O.C. &EXT" SHEATHING INSTALLED 2x4 'X` BRACE ACROSS �-� SHOWN FOR CLARITY Q v FROM TOP OF PER NAILING PATTERN — PRE-ENG.TRUSS PER U Q KNEEWALL TO BOTTOM LENGTH OF 0 z PLAN, 24" O.C. MAX -j OR SP2 CLIPS AT TOP SHEARWALL � - - - - - - - - - ---2x4 #2 SYP CROSS w 0: AND SPI CLIPS AT 2x4 #2 SYP RAT RUN BRACING (AT 45) W/ ROOFING MATERIAL _ NAIL SCAB TO TOP W BASE ARE REQ'D. TOP AND BOTTOM I MIN (3) 12d NAILS TO RAT PER ARCHS Q CHORD WITH (3) 10d RUNS. TYP EACH SIDE I— W z z big CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN - J 2x BLOCKING x4 I LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" FOR CONNECTION w W 2 BLOCKING CONDENSATE - ' w MIN 2x4 STUDS @ 16 LAP W/ (2) 16d NAILS MAX 48' MAX 48" INFO U BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION 1— V O/C MAIN SPAN ROOF TO EACH TRUSS. TYP � � z TRUSS TOENAILED TO EACH SIDE SUPPLIER 0 W 2x P.T. PLATE DOUBLE TOP PLATE w/ TOP OF MASONRY � W CONNECTION TO BE ° O . 1/2" x 8" A.B. OR TITEN 1 O NAILS @ 4" O.C. i- - - - - - - - - - -I SUPPLIED BY A/C \ U _ HD @ 32" O.C. & 6' STANDARD TRUSS --- - - - - - - - - - - COMPANY SEE ARCH PLANS FOR FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO Q ON BASE PLATE UPLIFT CONNECTOR Z (SEE SCHEDULE) DOUBLE TOP PLATE O (2) 2x4 #2 SYP w BLOCKING UNDER A/C SUPPORTS co TOP KNOCK OUTAP FRAMED WALL ICER • , ,,,,: ,...,,. BLOCKING W/ SIMPSON RE. ELEV. COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. 0 - CONT. AN PLAN END TYP. SINGLE TIE -BEAM 2 Z F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES W/A/C #5 CONT, z GROUT SOLID Q p 3/4"=1'-0" 3/4"=1'-0" p LU J 11 0 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. of z O O CHIMNEY CAP SPECS W/ 2 MIN. WINDOW PER > 3: Z ROOF SHEATHING OR STRAP PRE -ENG TRUSS, SLIT .,, F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE w O.C. STUD TO FLOOR PLAN = @ „ �' • , 2'-0" ABOVE A POINT &FRAME Z 0 it F O WITHIN 10-0 OF THE GALVANIZED FLASHING Iti',, CO CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF / PRECAST LONG. OR I¢- EXT. SHEATHING — W D l ?? PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL = Y 1 OTHER STUD TO @ — O D TO TOP CHORDS OF TRUSSES BELOW WHEN ✓ NAILING SCHED. TYP. ALL WINDOWS L r O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS J� / DOUBLE TOP PLATE ;,. BELOW AND CONNECT w/ HTS20 @ 32" O.C. O „ 2x4 FRAMED CRICKET 4 EXT FINISH PER PLAN 2x4'.VERTICAL @ 2 F' 4 W/ GALVANIZED ❑ m CC ..�� •� '' I E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW i� O.C. MAX. w/ (4) 10ld FLASHING z C.) O Z O NAILS TO BOTTOM+ J W � W ti, CHORD & (3) 10d NAILS + �'° cA -� i' � H H A H A J F K TO TOP CHORD; MOTE w O 2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL � MAIN FLOOR p O a = IF WALL HEIGHT IS U � 11-- I- ..I `t BETWEEN 4FT & 8FT, (4) 16d COMMONS ELEV 0-0 — LL B DOUBLE TOP PLATE 1ti, B + + NAILED @EACH END w G USE 2x6 SYP #2 STUDS + ° VERT REINF. BEYOND IY CONC. SLAB - :..,� ; SEE FOUNDATION ❑ � I 2x4 BLOCKING W/ 2 PLAN FOR MORE INFO _ — 1—� F- STRUCTURAL ENG: BED ` / `°,, �° SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR �.. C GALVANIZED FLASHING O N O I I=� I �= I I- U DRAFTING - ---- - C O + + 16d COMMONS END I h �,i RAFTER �` 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL - U) �,, ,• . t+ �, H I" - - I �._. MASONRY WALL PER cn-sTRucT BM COMMON TRUSS PER PLAN OR CONY. FRAMING w/ 16d COMMONS END 2x4 s - - -- - ---- I E J STRUCTURAL SHEATHING PER PLAN AND ROOF E NAILED TO VERTICAL _ �- PL Q QC CHECK CC OUILQ _.....- ---. SEE FOUNDATION otic z JOB No. FINISH PER ARCHSFIN \ I 2x4's + + TM - 2150877 SAIVFO C' SCALE: AS INDICATED + + DETAILSFOR FT INFO w G CURVED ROOF TRUSSES PER PLAN OR CURVED G TRUSS PER PLAN �O U - _... - ...... .............. K�o RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING � • � w DATE: 07/23/15 NAILED @ 6" O.C. STAGGERED qRE�' FO1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING If REQ'DA MO CHIMNEY FRAMING DETAIL SO I TYPICAL ONE STORY CMU WALL SECTION „ NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE3/4"=11-0" 1/4 -1 -0 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4"=11_011 X15-2802 #� - COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 5 2 8 0 % Hid I JUL GABLE BRACING CHART SIMPSON HGA10 @ 48' SIMPSON HGA10 @ 48" GABLE BRACING + UP TO 4'-8" O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. - 3 1/4" HOLD 1/2" J -BOLTS w/ 7'-0" < HA 9'-4" NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF 9'-4" < H614'-0" SHEATHING NOT REQ'D SHEATHING NOT REQ'D Q BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. SYP#2 OR BETTER STRONGBACK W/ (2) 2x4 BRACE TO BE CONT. @THE TO BE CONT. @THE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) TIE BEAM COURSE w/ (1) TRANSITION FROM TRANSITION FROM TRUSS BELOWBOTTOM 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W MAX. ATTACHMENT w/ (3) 10d = BEAM TO GABLE WALL TO GABLE W TRUSS TRUSS co @EACH TRUSS C PROVIDE 16d NAILS IF REQ'D DOUBLE 2x TOP PLATE @ 6" O.C. GABLE END TRUSS TO ¢ c i 2x TOP PLATE TO D U U IAILING FASTEN SIDE WALL m DIAGONAL m NAILS @ 6 O.C. 0 FRAMING FOR FALSE CMU WALL CONNECTION BEAM PER PLAN SHEATHING PER PLAN. SPAN CONNECTION z L L - GABLE VERTICAL i (5) 16d NAILS BRACE LL 1c— 2ND 2x4 BRACE IF ry TO BLOCKING x REQ'D, SEE CHART EXT. SHEATHING; **fie NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING�k�k�k 7 ` SIMPSON H10A SIMPSON H10A ATTACH PER PLAN W DIAGONAL TO BEAM DIAGONAL TO TOP A -A GABLE VERTICAL BRACING 2x 6 H rn V PLATE PROVIDE 2x4 BRACE i W TO EA. ADJ. DIAG. 8" O.C. rGE0 GABLE END @ FLAT CEILING CONNECTIONS FASTEN TO DIAG. w/(2) END BRACING BEAM CONNECTION FRAME WALL CONNECTION 3/4"=1'-0" 16d NAILS. U) 3/4"=1'-0" 2x4 BLOCKING@ EA. GABLE BRACING @ 48" PROVIDE 2x BLOCKINGOUTIL Z O.C. NOT REG'D 6' NAILING 2x4 (2) 12d -` FROM EAVES (O 6d NAILS PLT. TO CONTRACTOR TO FIELD VERIFY WHICH NAILSR , TOENAILED @ , a PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP & BOTTOM CONDITION IS REQUIRED. CONTACT EOR EACH END.AT 24" O.C. FOR ADDITIONAL INFO AS REQ'D END NAILS EA. END GABLE BRACING CHART SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H `7'-0" 3 1/4" HOLD 1/2" J -BOLTS w/ 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE PLAN LINTEL PER PLAN CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TIE BEAM COURSE w/ (1) BRACE 2x4 STUDS @ 24" O.C. w/ TRUSS BELOWBOTTOM 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W MAX. ATTACHMENT w/ (3) 10d = FALSE BM PER PLAN W O TOENAILS EA. ENDL7�: I co @EACH TRUSS C PROVIDE 16d NAILS IF REQ'D IDE 2x BLOCKING @ 6" O.C. GABLE END TRUSS TO ¢ c i 2x TOP PLATE TO D U U IAILING PLT.@12" O.C. MAX. „a X ¢ GABLE END W/ 16d �I m DIAGONAL m NAILS @ 6 O.C. 0 FRAMING FOR FALSE CMU WALL CONNECTION CLEAR SPAN CONNECTION z L L - GABLE VERTICAL i GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H `7'-0" (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1)2x4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 45° CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS C EA.DIAG. AS SHOWP FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING A A PROVIDE 2x4 BRACI GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.w/ PER PLAN. 16d NAILS. GABLE BRACING @ O.C. MAX. 45° FROM HORIZONTAL (+/- 10 BRACE NOT REQUIF 6' FROM EAVES. ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE TRUSS PER PLAN 10 OUTLOOKER TRUSS PER PLAN NAILS @EACH WEB SHEATHING PER PLAN z EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN ATTACH PER PLAN o_ FROM TOP OF WALL OL VARIES1/2" x 8" J -BOLT @ 32.. L TO BOTTOM RAKED DOUBLE TOP O.C. AND 6" FROM EA. 2x8 #2 SPF STUDS AT PLATE END w/ NUT & WASHER 16" O.C. CMU WALL PER PLAN .4 DTC CLIP, (2) 8d NAILS CEILING NAILER AS MSTAM-24 TYP. EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN ^' ANCHOR BOLT OR 2x$ #2 SPF STUDS CENTERED BETWEEN IN CMU. OR SIMPSON @ @ FRAME AND CMU SEE META16 TITEN HD 32" O.C. & 16" O.C. TYP. ,'4 WALL SPLICE DETAIL 6" FROM EACH END 2x8#2 SYP PT BASE FOR REQ'D FLASHING STD CONDITICON @ MAI U VAULTED CONDITION @ CMU PLATE - rGE0 GABLE END @ VAULTED CEILING 3/4"=1'-0" V 1-11 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 W TRUSS PER PLAN O RIDGE BOARD W/ A35 o ON (1) SIDE OF e,ik DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \TE RAFTER & A35 ON ADJ TRUSS PER PLAN RAFTER TO OPP SIDE (AS SHOWN) i 4 I 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, 2x6MIN PLATE THRU @ 24" O.C. W/ (2).12d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 PROVIDE BLOCKING BETWEEN TRUSS B, @ 48" O.C. FOR FIR; BAYS CONNECTION DETAIL �./� ,��`� WALL PER PLAN V (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** THING PER PLAN E O.H. IS > 1'-0", END GABLE w/ JOKERS @ 24" O RUN BACK TO DMMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. -0" O.H. 2x4 24" O.C. END rHING FASTEN F -- r z �0 a �U J U) LAN E AS REQ'D U WALL OR LINTEL a... :' HGA10KT @ 32" O.C. BEAM, IF REQ D w/ (3) END. < <..^. _ SDS SCREWS TO TOP CHORD OF EACH BELOW , 10d NAILS @ EA. TRUSS — — — — — — 2x4 BRACE IF REQ'D PLAN LINTEL PER PLAN ;ON H10A DIAG KING �,�3 TIE BEAM COURSE w/ (1) BRACE 2x4 STUDS @ 24" O.C. w/ TRUSS BELOWBOTTOM W SEE CHART. #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN W 10d COMMON NAILS (1) A23 FROM @EACH TRUSS C SHEATHING COVERING IF REQ'D IDE 2x BLOCKING @ 6" O.C. STRONGBACK TO U IAILING m DIAGONAL 3 PER PLAN CMU WALL CONNECTION CLEAR SPAN CONNECTION _j - GABLE VERTICAL i U) Z D LL 1c— 2ND 2x4 BRACE IF ry � x REQ'D, SEE CHART **fie NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING�k�k�k 7 ` , W A -A GABLE VERTICAL BRACING 2x 6 H rn V 10d COMMON NAILS @ i W 8" O.C. rGE0 GABLE END @ FLAT CEILING CONNECTIONS (GE�0GABLE END BRACING 3/4"=1'-0" U) 3/4"=1'-0" 2x4 BLOCKING@ EA. PROVIDE 2x BLOCKINGOUTIL Z NAILING 2x4 (2) 12d -` ROOF SHEATHING PER ROOFOSHEAT SHEATHING (O 6d NAILS PLT. TO NAILSR , TOENAILED @ , a PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP & BOTTOM EACH END.AT 24" O.C. END NAILS EA. END (TYP.) (END NAIL PLTS. TO STUD) TRUSS PER PLAN — 2x FASCIA w (2) 16d END NAILS @ EA. O 0 2x4 #2 SYP P.T. 2x4 OUTLOOKER @ 24" OUTLOOKER '"'-- BLOCKING @ 24" O.C. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER END NAILS TO TRUSS@ HOLD WALL 3-1/2" EACH END 45° CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS C EA.DIAG. AS SHOWP FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING A A PROVIDE 2x4 BRACI GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.w/ PER PLAN. 16d NAILS. GABLE BRACING @ O.C. MAX. 45° FROM HORIZONTAL (+/- 10 BRACE NOT REQUIF 6' FROM EAVES. ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE TRUSS PER PLAN 10 OUTLOOKER TRUSS PER PLAN NAILS @EACH WEB SHEATHING PER PLAN z EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN ATTACH PER PLAN o_ FROM TOP OF WALL OL VARIES1/2" x 8" J -BOLT @ 32.. L TO BOTTOM RAKED DOUBLE TOP O.C. AND 6" FROM EA. 2x8 #2 SPF STUDS AT PLATE END w/ NUT & WASHER 16" O.C. CMU WALL PER PLAN .4 DTC CLIP, (2) 8d NAILS CEILING NAILER AS MSTAM-24 TYP. EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN ^' ANCHOR BOLT OR 2x$ #2 SPF STUDS CENTERED BETWEEN IN CMU. OR SIMPSON @ @ FRAME AND CMU SEE META16 TITEN HD 32" O.C. & 16" O.C. TYP. ,'4 WALL SPLICE DETAIL 6" FROM EACH END 2x8#2 SYP PT BASE FOR REQ'D FLASHING STD CONDITICON @ MAI U VAULTED CONDITION @ CMU PLATE - rGE0 GABLE END @ VAULTED CEILING 3/4"=1'-0" V 1-11 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 W TRUSS PER PLAN O RIDGE BOARD W/ A35 o ON (1) SIDE OF e,ik DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \TE RAFTER & A35 ON ADJ TRUSS PER PLAN RAFTER TO OPP SIDE (AS SHOWN) i 4 I 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, 2x6MIN PLATE THRU @ 24" O.C. W/ (2).12d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 PROVIDE BLOCKING BETWEEN TRUSS B, @ 48" O.C. FOR FIR; BAYS CONNECTION DETAIL �./� ,��`� WALL PER PLAN V (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** THING PER PLAN E O.H. IS > 1'-0", END GABLE w/ JOKERS @ 24" O RUN BACK TO DMMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. -0" O.H. 2x4 24" O.C. END rHING FASTEN F -- r z �0 a �U J U) LAN E AS REQ'D m O W END. < <..^. _ SDS SCREWS TO TOP CHORD OF EACH LAY 2x4 BLOCKING �- = WALL SHEATHING PER OVER THE TOP OF THE — — — — — — 1 PLAN LINTEL PER PLAN ;ON H10A DIAG KING �,�3 W �� ®�i11YiI�IPd/l® TRUSS BELOWBOTTOM W •• `r 2x WALL, SEE PLAN ATTR W VALLEY RAFTER @EACH TRUSS C W Z Ci Z IDE 2x BLOCKING Z err -_- U IAILING m 3 PER PLAN J _j 0 i U) Z D LL LAN FOR ry � DR AND TIE I OF JACK 3ES GEO GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE ( ) END NAILS @ EACH I SHEATHING PER PLAN gU ILU� I/ C VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALLO&j) 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS - @ EA. RAFTER TO PLT. #�15-2802 #15-2A0 CF01 FIELD FRAMED VALLEY DETAIL fiF0 NON-BEARING WALL CLIP DETAILPF�0TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. v,J W/ 1/4"x4-1/2" SIMPSON END. < <..^. _ SDS SCREWS TO TOP CHORD OF EACH LAY 2x4 BLOCKING �- = WALL SHEATHING PER OVER THE TOP OF THE — — — — — — 1 PLAN LINTEL PER PLAN W gt �SVC& TRUSS BELOWBOTTOM .4 CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTR W VALLEY RAFTER @EACH TRUSS � ❑ Z > FRAMING (OR PRE -ENG J gU ILU� I/ C VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @CMU WALLO&j) 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS - @ EA. RAFTER TO PLT. #�15-2802 #15-2A0 CF01 FIELD FRAMED VALLEY DETAIL fiF0 NON-BEARING WALL CLIP DETAILPF�0TYPICAL HEADER DETAIL NOT USED 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD3 v,J 1 W gt �SVC& W � ❑ Z > J J i U) Z D ry � W W J 7 ` F_ Zi W H rn V i W i oW U) i Z 0 Z w ' O 0 W 00�- 0 Z N W J W i -0E- T 0- i STRUCTURAL ENG: BED DRAFTING: 1 -STRUCT: ...... BM QC CHECK CC JOB No. TM - 2150877 SCALE: AS INDICATED DATE: 07/23/15 SD3 NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP. MORE THAN 50% OF2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's "INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48MIN & + NAILS IT TOP &BOT. ATTACH PER NAILING + DOUBLE 10d @ 3" O.C. (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON p z TOP SPLICE p W p w 2 1/4" C� - 1 1/2" zz N �_ iv w N U Q < 2x4 BEYOND AGAINST CV N 0 `C14 10-4 ol G ¢8 2x8 STUDS /00 10d x 3" COMMON w c a ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d jOVERLAP TOP PLATE 10d x 3" COMMON OPP. O N AT CORNER SIDE z z o z NAILS ((2) ON EA. SIDE) � v • TYP. AT ALL EXTERIOR ¢ Q � ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U I I I I I I z 0- TO CORNER STUD PACK w/ (4) 10d NAILS vJ X. NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TOP PLATE W/ (4) 16d 00 00 TYP. AT ALL EXTERIOR 00 FRAMING PLAN 10d x 3" COMMON CONDITIONS TOP SPLICE OPP. SIDE STUD SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2X8'S DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8" O/C PLATE TOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's fi F0 TYPICAL TOP PLATE SPLICE @BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V-0" 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING� 3/8„ SHEATHING PER PLAN BEYOND INSTALLED VERTICALLY. (D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS U_ z @ 3" O.C. U O H 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' = NAIL SPACING — 6 F –LI T� -=/i� a z -j w O NAILS @ 3" O.C. PA 20V- SC. OVA SCq ROOF SHEATHING, �– � _ k R ROOF SHEATHING, .44 6 II I I II II II a = 0CO O NAIL COMMON NIAILS PERIMETER w/ (2) ROWS OF 8d 1/2„ 1(2" <<c�C T,Q�S FASTEN PER PLAN <c G<qpT0� FASTEN PER PLAN 11---t1= --- ---- CLu)zz @ OA_ s hOP ss III — — � U_ 4 NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON o ° O III III I I I I I WALL SHEATHING 0 = O PLANSnv� y oy 2x4 FRAMING @ 24" III III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" g O5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/211 2x4 FRAMING @ 24 O.C. MAX. III OPENING III II II II SPACE BETWEEN ww COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III II I( PANELS x U) 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT _j U) HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING .III 3 III I I I I I _j U) TRUSSES NAILS AT JOINT III TYP. III I I I I I I p TOP &BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS III OPEN NG III II II II 2x STUDS BEYOND, _j O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. III III II II II SEE PLAN FOR MORE VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO 1- Z Fa- O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA EDGE DISTANCE PER �F2IL BLOCKING GYPSUM WALLBOARD IIIT -I-I— — _T1- rIII II II I W = (2 1/2"=l' -O" III II I II II II NAILING PER 2x4 LEDGER W/ (2) 16d @ 1/4" x4" TAPCONS 12" 2x FRAME WALL PER NAILS @ 16" O.C. I I I II I SCHEDULE Q> 0 2x4 BLOCKING PLACED IIII I -I II IIII II II II a= JU_ op r DATE: IJJ __IL ILL��L��IL� U)0 cnm NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF — — — — --------- NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE U_0 CONNECTION CONNECTION EACH END FLOOR SYSTEM OO REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" CUT TO FIT 2x BOTTOM PLATE ++ ++ x x I— OPENING SIZE 1 BEYOND SEE PLAN 2x12 BOX HDR w/ M's ] SHEATHING DIAGRAM OUTLOOKER OR CONV. FRAME OR F1 EXTERIOR SHEATHING SCHEDULE 2x8 #2 SPF VERTICAL O EXT. BEAM PER PLAN EXTERIOR WALL/TRUSS N.T.S. SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS JOINT, MAX. 1/8" GAP CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOENAILS LEDGER TO LEDGER 1/2"=l' -O" 1/2"=V-0" PER PLAN 2x4 PT LEDGER W/ NAILING PER 2x4 LEDGER W/ (2) 16d @ 1/4" x4" TAPCONS 12" 2x FRAME WALL PER NAILS @ 16" O.C. W SCHEDULE " . ' ' O.C. PLAN PLAN NAIL PER PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. FLATWISE (2) 16d O.H. SIZE O.H. SIZE r DATE: NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL fiF1 TYPICAL SCAB OVERHANG K602 LEDGER @ LOW ROOF MORE INFO & w/ (2) 16d END NAILS NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF n/ O NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x x REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 12d NAILS @ EACH END 10dx3" 10d x 3" OPP. SIDE kNCE PER ROOF SHEATHING, FASTEN PER PLAN d 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 1-1/2"=11-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3/4"=1'-0" DRAFTING: 1/2"=l' -O" 1/2"=V-0" SEE ROOF SHEATHING, 1/2"= 1 1-01, 2x4 #2 SPF W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN - PLAN NAIL PER PLAN 2 2x BUILT-UP COL: O SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. r DATE: DOUBLE TOP PLATE BEAM INTO LONG SPAN AS INDICATED ON BEAM MORE INFO & MORE INFO & w/ (2) 16d END NAILS STUDS w/ (2) 1/4" X 4'/Z' n/ O SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x x SCHEDULE. iF BUCKET IS INSTALLED THE SHORT SPAN @ EACH STUD 12d NAILS @ EACH END SEE GE01/SD3 FOR ++ ++ x x I— L 1 W 2x12 BOX HDR w/ M's ] 16" O.C. MAX.; TO GABLE END STUDS w OUTLOOKER OR CONV. FRAME OR TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL O EXT. BEAM PER PLAN EXTERIOR WALL/TRUSS PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF V � 0ZN >- ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. SCREWS @ 16" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST _ NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + '+ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER @ MORE INFO & + + + LAP BEAM PLYS AND CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 1 1 x x CONNECTION + 2x BRG WALL, SEE STAGGERED I INTO TRUSS & (3) 12d EACH VERTICAL "" + + PLAN FOR STUD SIZE &i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL `. SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO i LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D .' 2x8 #2 SPF VERTICAL LINTEL PER PLAN LINTEL PER PLAN U.N.O. � i 1/4" x 2 3/4" TAPCONS AT @ 24 O.C. w/ EXT. I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER w . 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & 12" O.C. (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER SEE PLAN STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 POST TO BEAM SIMPSON H3 CLIP PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD 2x4 SYP#2 LEDGER. UNDER GIRDER TRUSS SEE PLAN FOR (4) 10d NAILS FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER fi F1 SECTION @DOUBLE BEARING fiFlkSTEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER 10dx3" 10d x 3" OPP. SIDE kNCE PER ROOF SHEATHING, FASTEN PER PLAN d 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 1-1/2"=11-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL F- 0 if r w ®® *®®°s•�°°°®� N Lt• % W O e �.• c� z z V tuuj « Of U � ,tom �b4 � --� ° e 0 PCS ®�®�� LL rnlllit 3/4"=1'-0" 0 3/4"=1'-0" DRAFTING: 1/2"=l' -O" 1/2"=V-0" 1/2"=l' -O" 1/2"= 1 1-01, QC CHECK W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN r��j ] 2x6 SYP #2 LEDGER. TO SCALE: J r DATE: J BEAM INTO LONG SPAN AS INDICATED ON BEAM Z STUDS w/ (2) 1/4" X 4'/Z' n/ O 0 W F_ SCHEDULE. iF BUCKET IS INSTALLED THE SHORT SPAN W > J SIMPS. SDS SCREWS @ SEE GE01/SD3 FOR � Zi 8d NAILS @ 4" O.C. I— L 1 W STRAP IS NOT REQUIRED. ] 16" O.C. MAX.; TO GABLE END STUDS w OUTLOOKER OR CONV. FRAME OR 00� O EXT. BEAM PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SHEATHING CANTILEVER VALLEY TRUSSES PER PLAN V � 0ZN >- 0 PT POST PER PLAN SCREWS @ 16" O.C. ;Oa=O MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY EXT. BEAM PER PLAN 12 1/4" x 2 3/4" TAPCONS AT GABLE TRUSS 12" O.C. HTS20 CLIP FROM SEE PLAN EXT. SHEATHING; POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN ATTACH PER NAILING PLAN VIEW @ TDP OF POST 2x4 SYP#2 LEDGER. (4) 10d NAILS FOR SCHED. (2) 16d NAILS TO EA. PT POST PER PLAN TO STUDS OR BEAM w/ (2) 1/4" X 4'/2' SIMPS. CONV. FRAMED COMMON TRUSS ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; , c 5/8"THREADED ROD w/ TO GABLE END STUDS SIMPSON META16 @ .0 NUT SET IN ADHESIVE NUT w/ (2) 1/4" X 31 4-0 MAX, 32" O.C. GABLE TRUSS MAIN SPAN ROOF SDS SCREWS @ 16" FASCIAPER TO MASONRY TRUSS 11' O.C. MAX.; COMMUNITY SPECS TOP KNOCK OUT SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR COURSE W/ (1) #5 UPLIFT CONNECTOR ' gut! vitiG, F ADDITIONAL �. Qq .. 11 . , PLAN 0 R SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED CONT. (SEE SCHEDULE) _U� INFO x 2 3/4 TAPCONS @12�� ROOF TRUSSES @ 24" SAIVpO&t) ., VIEW BASE OF POST O.C. O.C. MAX. FOR MASONRY W�;L''PER MASONRY m�._. SIMPSON H3 CLIP DESIGNED PLAN rti gRirAE w SHINGLE ONLY CDO CORNER COLUMN FRAMING KSD01 TYPICAL SHED ROOF DETAIL (GE�OGABLE END AT VALLEY FRAMING #15-2802 #15_2807 3/4"=1'-0" 1/2"=V-0" 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, LLC.: Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F- 0 if r w ®® *®®°s•�°°°®� N Lt• % W O e �.• c� z z V tuuj « Of U � ,tom �b4 � --� ° e 0 PCS ®�®�� LL rnlllit ) co J 0 U DRAFTING: J W QC CHECK W otS 0`� Z r��j ] ...._ SCALE: J r DATE: J a Z Z n/ O 0 W F_ •• W > J Z Z 2 � Zi I— L 1 W ] 0 to � Z W i W W 00� O ) " STRUCTURAL ENG: BED DRAFTING: J BM QC CHECK CC = JOB No. TM - 2150877 ] ...._ SCALE: - - AS INDICATED r DATE: ' Z ' 0 ' J w ] O 11 ] 0 to � Z W 1 00� O V � 0ZN >- 0 ;Oa=O ) " STRUCTURAL ENG: BED DRAFTING: -STRUCT: BM QC CHECK CC = JOB No. TM - 2150877 ] ...._ SCALE: - - AS INDICATED r DATE: ....... ... ...... _ 07/23/15 PRE-ENGINEERED TRUSS STRAP - SEE >11 ROOF TRUSS - SEE FRAMING PLAN FOR FRAMING PLAN FOR CONNECTIONS LOCATION & SPACING STRUCTURAL COL PER PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS KUUr I KUSOtZ> H, I Z4" TRUSS STRAP - SEE PLAN FOR SIZE AND BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP Q PLAN FOR SIZE AND O.C. FRAMING PLAN FOR REQ'D # OF STUDS AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS REQ'D # OF STUDS Z SIMPSON MSTAM36 DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER SHINGLE OR TILE PER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE.SIMPSON LSTA30 StiF SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 SyFFr ELEVATIONS. NAILING SCHEDULE NAILING SCHEDULE Fr USE SIMPSON STRAP (MAX 10° x1-1/2" @ 24" O.C. STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP NAILS. BEND STRAP ROOF TRUSSES 24" I BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. ' @ INFO. U.N.O. ON PLAN O.C. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP FACE OF JAMB STUDS/ 9 HEADER - SEE 2ND FACE OF JAMB STUDS/ (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER TYPICAL TRUSS TO SYSTEM - IF NO FLOOR LINTEL COURSE OR �. \ HEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING FRAME CONNECTION. INTO FILLED CELL USE " � (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SEE STANDARD I KNEEWALL &PROVIDE 1/4" X 1 3/4" TITENS) " STRAP W/ (11) 10d TO CONNECTOR NOTES I SOLID BLOCKING U.N.O. FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN " � FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE CONNECTION INFO.. BEARING I PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL SEE PLAN BAND GIRDER OR OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x DBL. TOP PLATE NO MOISTURE BARRIER (FELT PAPER JW SO TYPICAL GIRDER COL. CONNECTION Aso TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 10d N SEE ARCHITECTURAL OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0 TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) INFO 2x STUDS, SEE I REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO WINDOW AS SPACING AND GRADE INFO. O STUD PACK w/ 10d SCHEDULED AND SEE ARCH PLAN � STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN ' SIMPS. MSTAM36 w/ SHEATHING REQ'D EXTERIOR FINISH PER TO VERIFY SIZE PLAN BEYOND SEE FLOOR FRAMING NAILS STUDS @ 16" O.C. PLAN INT. FINISH PER PLAN AL COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. 7 x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE " MID -SPAN BLOCKING 2x BOTTOM PLATE w/ I � UNDER WINDOW OF SILL (MAX OPEN'G (2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE U.N.O. I WIDTH 4'-0"). USE A35 ' 3/4" FLOOR SHEATHING I 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR INSULATION PER PLAN ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d ' OPENINGS GREATER ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d ` SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS SEE DETAILS WS 10, NAILING SCHEDULE �'1 2 -STORY WALL NAILS ! ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. (2) SIMPSON LSTA18 " / THAN 6' WS11 OR WS13 FOR N1 STRAPS CENTERED @ (IF TITENS ARE NOT IN FLOOR TRUSSES SEE SECTION FOR MORE ,\� " ADDITIONAL INFO. (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR SIMPSON LSTA30 w/ INFORMATION THIS PLAN FOR DEPTH AND INTO FILLED CELL USE ' 2x TOP &BOT. � FLOOR TRUSS TO �,� DIRECTION REFER TO NAILS " � RIBBONS, CONT. (11) 10d TO STUDS SHEET MASONRY WALL 1/4 X 1 3/4" TITENS) ABOVE PLATE U.N.O. NOTE: ALL FLOORr FOUNDATION PLAN " \ ' . .. (3) 2x STUD PACK � � TRUSSES TO BE P.T. IF — FOR FTG. _ �, . q.. :. - = _ EXT. SHEATHING ATTACH PER NAILING NO MOISTURE I I—� ! " I =III^I INFORMATION FLUSH W/ FACE OF SCHEDULE I I—I 1111 MASONRY ATTACHED BARRIER (FELT PAPER _ _ NOTE: ALL FLOOR -- � =�I=,� ATTACH 2x STUDS W/ ' OR SIM IS PROVIDED — I I =III= PER NAILING TRUSSES TO BE P.T. IF BEARING SCHEDULE; PROVIDE A 16d NAILS @ 6 O.C. (4) 2x STUDS SEE FRAMING PLAN NO MOISTURE 1/8" GAP BETWEEN FOR FLOOR SEE PLAN STANDARD CORNER A -A BARRIER (FELT PAPER 4. , SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALLOR BEAM BELOW USE OR SIM) IS PROVIDED LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36)��16d SINKERS. IF FLOOR PROVIDE BLOCKING MASONRY WALL PER BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN MASONRY WALL SEE SINKERS AND (14)..%4"X2 %"' TITENS TO MASONRY w SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d o 0 x 1-1/2" @ 24" O.C. N Z O (2) 2x SPF TOP PLATE H U.N.O. ON PLAN w (� HEADER - SEE 2ND W FLOOR PLAN FOR MIN. ,O HEADER SIZE & REQ'D w JAMB STUDS O 0 Z IF HEADER IS UPSET m j AND WINDOW IS LOWER: (1) 2x SILL p L PLATE w/ (2) 10d TOENAILS. EXT. O HEADER OPENINGS alp1lB�r�d/® LE 4FT:(1) 2x®°� ;� t��®�� w d SILL PLAT 10d a� �;, ,.® `••0•••® ��id - ti TOENAILS. OPE •`•® o' � LARGER THAN �• w o 2x SILL PLATE w/ A35 CV Z Z CLIPS EACH SIDE w/ 2i. A ¢ _ � U CRIPPLES @ 16 O.C. �' ',•® -� w/ (2) 10d TOENAILS *� .� .• T&B (PLYWOOD®� .• ®, • i' Q SHEATHING REQ'D ✓��®®►®®• ®�� O T&B) / 11 ®®� f ` U � J iii A 1 SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 4 FT MAX: DRAFT P ANF R MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTI^"' /--N ''��' �' ^^� ^�"" WD. HD. HT. BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=11-011 SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16 O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE NAILING SCHEDULE -' PRECAST CONC. OR BOTTOM CHORDS SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN 2x STUDS SEE 2x STUDS SEE UNDER WINDOWS AND ATTACH PER NAILING POWERS STEEL SILL 2x STUDS, SEE TYP. @ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BLOCKING FOR (MAX)( ) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS SHEATHING/ DRYWALL (2) 12d @ 12" O.C. 2x 12d @ 12" O.C. PLAN VERTICAL @ 48" O.C. ATTACHMENT w/(2)12d (2) 12d @ 12 O.C. W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON MIN DOUBLE BOTTOM PRE -ENG FLOOR2x SYP #2 VERT REINF. BEYOND i 4 END TRUSS OR FIELD 2x4) TO TRUSSOw/ (4)IN 2x4) TO TRUSS w/ (4) PLATE 16d NAILS; BOTTOM 16d NAILS; BOTTOM FRAME 2x4 KNEE RIBBON TO BE PT IF TRUSS TO DOUBLE MASONRY WALL PER ,.� WALL, STUDS @ 16" RIBBON TO BE PT IF BRG DIRECTLY ON BOTTOM PLATE, SLIT PLANSYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU EL CMU FLOOR DECKING TOSEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR 4 FOR HANGER STRAP FIN. FLR. 1/2 GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 4 CONNECTION , „ — (2) 5/8 TYPE X WHEN 3" O.C. WALL � SHEATHING TO EA. (2) ROWS 8d NAILS @ IN GARAGE I' SHEATHING TO SEE PLAN FOR RIBBON 0-0 IN GARAGE I: 2x RIBBON OR GRADE �� MASONRY WALL PER I 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT14 CANTILEVER PLAN 4 I. SHEATHING TO PLAN e .I . MASONRY OR MTS12 BLOCKING w/ (4) BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRYTRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE OR FRAME NO MOISTURE SEE CONNECTION WALI-llP:R,.,PLAN BARRIER F BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER (ELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED TRUSS PER PLAN fi SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiS'1�FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS IF SHEATHING IS NOT BARRIER (FELT PAPER CONTINUOUS TO OR SIM) IS PROVIDED BOTTOM OF FLOOR TRUSS,CONTRACTOR a TO INSTALL SIMPSON LSTA18 STRAPS FROM ry SEE ARCH DWGS FOR W TOPPING INFO EA. STUD TO TRUSS W 13/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING 2x12 #2 SYP CONT. SCHEDULE LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SLOPED BALCONY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. @ 24" O.C. AND @ EA. -Kr END VERTICAL (MIN. 2" a : LOADING) W/ LUS26 OR , FROM T&B) 4 LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR ' I PROVIDE ADEQUATE SIM. END CONDITION ., . WATERPROOFING. NO •I. CONCRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR E'. PERMITTED ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOT USED 1 5- 2 8 0 2 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, LLC., Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ._. 3/4"=1'-0" i J �^ z V W J j W U� ziQ 1 - J Z0 O v _ O U a eti16 i •�� J ~ CO Z J = 0 W Uj ) ) J = Z ) m o C LLI 0 11 Z Q 0 C (1) LV 0 00T", 0 m � N Z j W J W T 7 —5 >- 0 0 Q=0 H H J W J - STRUCTURAL ENG BED DRAFTING: ) 1 STRUCT: BM C QC CHECK: GC JOB No. TM -2150877 SCALE: AS INDICATED J DATE: 07/23/15 SD5 I PLATES U.N.O. sh J z w Cj 3F8* TO BOTTOM OF SILL (2) 2x HEADER ro ^. PRE ENGINEERED z Z 2x BRG WALL W/ ) 2x BRG WALL W/ J 1 PLATE ATTACH PER EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d O 1 SIMPSON SP2 @ TOP & TRUSS PER PLAN SIMPSON SP2 @ TOP & 2x8 s MIN. SPF #2 @ 16 NAILING SCHEDULE FOR MORE INFO N EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" iw W 1 ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. - 12 SP1 @BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @BASE. LSTA18 O.C. MAX (U.N.O.) 0 SIMPSON H2.5 EA. (TRUSS ARCHS O.C. -SEE FRAMING PER PLAN 1 1 SCHEDULE 1 Z BOTTOM PLATE BLOCK ADJACENT SCHEDULE OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE � 0 PLAN FOR MORE INFO. NAILS TO EACH STUD i2x FINISH 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @ EACH PRE-ENGINEERED USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF STUDS ABOVE ARE '. W 0 1 TRUSS PER PLAN 1 1 TO ALIGN W/ STUDS 1 SCHEDULE DIAGONAL AS SHOWN. - EXTERIOR SHEATHING 2x8 #2 SYP SILL PLATE MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL BELOW 1 >. I 2x4 BLOCKING W/ Y2" EPDXY ANCHOR 1 1 1/2" GYP. BOARD 1 ON EITHER SIDE OF LEDGER W/ (2) Ya'x3-1/2,. FASTEN ROOF �� I OR J -BOLT @ 32 O.C. ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. � TRUSS STRAP STUDS BELOW W/ (9) 10d I SDS WOOD SCREWS @ 4 W/ MIN. 7" EMBEDMENT B SHEATHING PER PLAN BETWEEN STUDS NV/ (2) 12d TOE NAILS J SUFFICIENT ROOM Tl� 16" O.C. MAX. & 3" 1 & 6" FROM EACH END ATTACHED PER SHEATHING TO SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS 1 w/ LSTA18"@ 16" O.C. NAILS AND (5) 1/4"x2 NAILING SCHEDULE FLANGE. ATTACH ATTACH PER NAILING EACH END (3) SCREWS FOR 24" SIMPSON LUS26. USE TM - 2150877 1 2x SPF BASE LEDGER BLOCKS W/ 8d NAILS @ O.C. LUS26-2 FOR 2PLY CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER RUSS. VERIFY W/ TRUSS SCHEDULE 2 2x TOP PLATE O O.H. E SIMPSON H10A @ ITTRUSSSHOP I KNEEWALL OR BEAM 6" O.C. PER ELEV. 2x BASE PLATE W/ (2) OR LSTA18STRAP; LEDGER PER PLAN DRAWINGS 3/4" FLOOR SHEATHING CENTER (2) 2x HEADER SEE PLATES U.N.O. — SEE LD02/SD4 FOR EACH DIAGONAL 1 2x #2 SPF STUDS @ 16" SCREWS 1 1 12d NAILS @ 12" O.C. MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO ATTACHED PER STRAP BETWEENMORE 1 1 2x8 #2 SYP P.T. SILL EACH STUD (AT EACH PLAN &CONNECTIONSFROM INFO, BRACE 1 1 SEE FLOOR PLAN 1 OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 2x BLOCKING W/ (2) 12d 1 1 NAILING SCHEDULE MASONRY WALL AND 1 16d NAILS) 2x STUDS SEE PLAN PLATE w/ 1/2" EPDXY GIRDER SEE PLAN FOR STUDS ABOVE ARE TO (5) 16d NAILS BRACE WINDOW ATTACHMENT 3/4" FLOOR SHEATHING TOENAILS EACH END ALIGN W/ STUDS BELOW FLOOR TRUSS PER FRAME WALL I I INFO. IF WALL ANCHOR BOLT OR 1 1 WINDOW SEE PLAN 1 SHEATHING ISN'T CONT. 1 TO BLOCKING LEDGER @ OPEN TO BELOWLSTA18 1 1 ATTACHED PER (2) 2x4 #2 SYP STRAPS ARE PLAN 2x'BLOCKING w/ (2) 12d J -BOLT W/MIN. 7" 2x8 #2 SYP P.T. SILL 2x P. I. BASE PLATE ALL THREAD ROD TOENAILS EACH SIDE ---� SEE BEARING SCHED. (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING w/ SIMPSON IF WALL SHEATHING IS SEE LD02/SD4 FOR FOR A.B. INFO STOPPED BELOW 1 1 MORE INFO IF 1 A 1 EMBED. @ 32" O.C. & 3" �� PLATE W/ 1/2 EPDXY 1 EXTERIOR SHEATHING 1 1 @ 48 O.C.; SEE FOUNDATION DETAILS TRUSSES ARE ---�__ PROVIDE 2x4 BRACE BLOCKING w/ SIMPSON FROM TOP OF WALL 2x BASE PLATE W/ 12d HUC24-2 EACH END, TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING FROM EA.END ANCHOR BOLT OR PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW FOR CONNECTION TO EACH DJACENT NAILING SCHEDULE HUC24-2 EACH END, NAILING SCHEDULE USE (4) 11 & (2) 10d ROOF SHEATHINGPLYWOOD 2nd STORY WALL PER FLOORING ATTACH PER NAILING J -BOLT W/ MIN. 7" SE FLOOR FRAMING B \ @ BASE ISRUSSIMPSON H2.5 EA. I SCHEDULE DIAGONAL, FASTEN PLAN FOR MORE INFO USE 4 10d & 2 11 O O SEE PLAN NAILS. UNDER WINDOW JAMBS ONLY \ see PLAN SHEATHING TO EMBEDMENT @ 32'." O.C. & 3" FROM EACH �\ TO DIAGONAL W/ (2) 16d NAILS NAILS. UNDER ° I TRUSS DIRECTION - & MORE INFO 2x4 BOTTOM PLATE, — — WINDOW JAMBS USE WI a OVERLAP BOTTOM END a. CONNECT TO DOUBLE 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR PLATE 1 1/4" (MIN.) — " IF SHEATHING IS NOT CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D d < PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH ., " BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" CONNECTIONS TRUSS IS CONT. BIRG CONT. #5 IN TIE BEAM ° (MIN.) O.C. MAX. 45° FROM MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER a,. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED PLAN ON WOOD USE HGA PLAN ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. CLIPS @ 24" O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. A4 SECTION @RAISED HEEL TRUSS fi_s_,,SECTION @ COMBO TRUSSFO WALL SPLICE DETAILS F1 SECTION @ OPEN TO ABOVE AF`I BRACING @ 2 STORY FRAME WALL 1/2"=1'-0" 1/2"=1'4" 1-1/2"=1'-0" 1"=1'-0" 1"=1'-0" HANGER BY OTHERS EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS FROM TOP OF WALL @ 16" O.C. PER PLAN C2 ( ) 2x SPF TOP PLATES U.N.O. sh J z w Cj 3F8* TO BOTTOM OF SILL (2) 2x HEADER ro ^. PRE ENGINEERED z Z I ) � J 1 PLATE ATTACH PER SEE FLOOR PLAN Z 1 1 TRUSSES @ 24" O.C. O 1 F- TRUSS PER PLAN F- Q0 1 NAILING SCHEDULE FOR MORE INFO N 1 1 MAX. PER PLAN iw W 1 1 12 1 1 1 0 SIMPSON H2.5 EA. (TRUSS 1 ROOF SHEATHING< ATTACH PER NAILING PER PLAN 1 1 SEE ARCHS FOR ROOF WATERPROOFING AND 1 Z SCHEDULE 2x4 CONT. W/ (2) 12d � 0 NAILS TO EACH STUD i2x FINISH STUDS SEE PLAN PRE-ENGINEERED i We Y STUDS ABOVE ARE � W 0 1 TRUSS PER PLAN 1 1 TO ALIGN W/ STUDS 1 1 2x8 #2 SYP SILL PLATE 0 CM i 1 1 TRUSS ANCHOR (SEE BELOW 1 (2) 2x SYP #2 COLUMNS I 2x6 #2 SYP CONT. I W/ Y2" EPDXY ANCHOR 1 1 PLAN) 1 ON EITHER SIDE OF LEDGER W/ (2) Ya'x3-1/2,. �� I OR J -BOLT @ 32 O.C. � GIRDER, PROVIDE I SDS WOOD SCREWS @ 4 W/ MIN. 7" EMBEDMENT B ROOF SHEATHING J SUFFICIENT ROOM Tl� 16" O.C. MAX. & 3" 1 & 6" FROM EACH END ATTACHED PER FOR GIRDER HANGER -STRUCT: FROM EA. END -USE 1 NAILING SCHEDULE FLANGE. ATTACH CC LCESS (3) SCREWS FOR 24" SIMPSON LUS26. USE TM - 2150877 1 2x SPF BASE LEDGER LEDGER INTO O.C. LUS26-2 FOR 2PLY PLATE RUSS. VERIFY W/ TRUSS DATE: 2 2x TOP PLATE O O.H. E w/ 4) :COLUMN w/ (4) 1/4" x ITTRUSSSHOP I KNEEWALL OR BEAM PER ELEV. 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN DRAWINGS 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE PLATES U.N.O. — 1 1 2x #2 SPF STUDS @ 16" SCREWS 1 1 1 MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING 1 1 (2) 2x HEADER 1 EACH STUD (AT EACH PLAN &CONNECTIONSFROM TOP OF WALL TO 1 1 SEE FLOOR PLAN 1 OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) BOTTOM OFT USS/ 1 1 FOR MORE INFO 1 1 16d NAILS) 2x STUDS SEE PLAN GIRDER SEE PLAN FOR STUDS ABOVE ARE TO WINDOW ATTACHMENT 1 ALIGN W/ STUDS BELOW I I INFO. IF WALL 1 1 1 WINDOW SEE PLAN 1 SHEATHING ISN'T CONT. 1 D01 LEDGER AT GIRDERD03 LEDGER @ OPEN TO BELOWLSTA18 1 1 FOR LOCATION 1 STRAPS ARE 2x'BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 2x P. I. BASE PLATE 3/4"=1'-0" TOENAILS EACH SIDE GIRDER BELOW SEE BEARING SCHED. IF WALL SHEATHING IS SEE LD02/SD4 FOR FOR A.B. INFO STOPPED BELOW 1 1 MORE INFO IF 1 A 1 1 EXTERIOR SHEATHING 1 1 ROOF LINE TRUSSES ARE FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE ROOF SHEATHINGPLYWOOD 2nd STORY WALL PER FLOORING ATTACH PER NAILING PLAN SE FLOOR FRAMING B \ ISRUSSIMPSON H2.5 EA. I SCHEDULE PLAN FOR MORE INFO \ \ PRE-ENGINEERED �\ TRUSS PER PLAN SEEP N FOR ° I TRUSS DIRECTION - & MORE INFO — — PLATES U.N.O. sh J z w Cj 3F8* ) (2) 2x HEADER ro ^. z Z I ) � J 1 SEE FLOOR PLAN Z 1 1 J O 1 F- LLJ F- Q0 1 FOR MORE INFO N 1 1 iw W 1 1 1 1 1 0 1 11 2 1 1 1 Z 30. � 0 i2x STUDS SEE PLAN i We Y STUDS ABOVE ARE � W 0 1 1 1 TO ALIGN W/ STUDS 1 1 0 CM i 1 1 BELOW 1 Z U 1 W J 1 1 1 I►- 0 � 1 B 1 1 J 1 i 1 STRUCTURALENG BED 1 1 1 -STRUCT: BM 1 1 1 1 CC JOB No. TM - 2150877 1 2x SPF BASE SCALE: AS INDICATED PLATE 1 DATE: 07/23/15 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. 1 I 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO 1 ALIGN W/ STUDS BELOW I I B 1 1 1 1 1 1 1 1 ' 2x P. I. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 A 1 1 1 1 FTG. REQ. 2x6 #2 SYP CONT. 1 SEE FOUND. PLAN FOR LEDGER W/ (2) Y4'x3-1/2" SIMPSON LUS26. USE FLOOR TRUSS` -SEE FLOOR GIRDER SEE SDS WOOD SCREWS @ 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP RUSS. VERIFY W/ TRUSS DIRECTION AND'' 'RECESS LEDGER INTO 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY FRAMING PLAN FOR PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER CONNECTION T (TRUSS SHOP FROM EA. END - USE (3) I CONNECTION DETAIL MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d (DRAWINGS SCREWS FOR 24" O.C. I SEE TRUSS LAYOUT NAILS INTO HEADER J 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL MIN. (4) 16d NAILS TO MASONRY WALL PER & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. EA. TRUSS, 24" O.C. PLAN @) KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER OPT. TRUSS RECESS LEDGER �.T. U(SE )16dd NAILS) IDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHEID., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM D04 LEDGER @ LOW ROOF F1 TYPICAL CONNECTION @ GIRDER OR BEAM fiF'ik2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. 3/4"=1'-0" 3/4"=1'-0" 1 Q,Ullp/� .q�T-MCr #15.2602 #15-2807 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC: Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I ®®® W W p•.wo®.®• did (LCN C CO W t.5 '•� C"i Q Z O < CU ire" ®•® •. "i ® 45 �� 004 ®®� _j O LL ��rlilr8l! > U) J z w Cj 3F8* ) Q ro ^. z Z I ) � J Z 0 v J O � Q F- LLJ F- Q0 z o N iw W > U) ) J 0 11 2 Z 30. � 0 i We Y � W 0 0 0 0 CM i N Z U W J i ---) >- 0 I►- 0 � � J i STRUCTURALENG BED DRAFTING: -STRUCT: BM QC CHECK: CC JOB No. TM - 2150877 SCALE: AS INDICATED DATE: 07/23/15 SD6 CONTRACTOR TO PROVIDE 2x4 SPF #2 STUDS @ 16" O.C. ADEQUATE WATERPROOFING. W/ SIMPSON LSTA18 TO NO CONCRTE SLAB PERMITTED FLOOR TRUSS/BLOCKING FW– BELOW. EXT. SHEATHING Q FROM TOP OF WALL TO TOP [] OF BALCONY DECK J SEE PLAN 2x4 SPF #2 STUDS @ 16" O.C. SHEATHING TO RUN TO Z BOTTOM OF BALCONY TRUSS KNEEWALL W/ DOUBLE TOP FLOOR TRUSS PER PLAN WITH z SEE ARCH DWGS FOR w PLATE. EXT. SHEATHING ON 0 BOTH SIDES ATTACHED PER PLYWOOD SHEATHING a TOPPING INFO co ROOF SHEATHING ATTACHED w NAILING SCHEDULE w W PER NAILING SCHEDULE a POST PER PLAN TO SIT ON WATERPROOFING BY w BEAM. SEE PLAN FOR d CONTRACTOR I- 3/4" PLYWOOD FLOOR Ir- U) Z CONNECTIONS N 0 DECKING ATTACHED PER NAILING SCHEDULE BALCONY FLOOR SHEATHING; - TOPPING PER PLAN SLOPEZ2 W VARIES PLYWOOD DECKING ATTACH PER NAILING SCHED. F- ATTACHED PER NAILING SEE PLAN FOR BEAM SIZES & w V SCHEDULE -- - — CONNECTIONS 1=- W —` VARIES ---- SEE PLAN LO C) 2x4 SYP #2 T&B CONT. TO 0 - BEAM W/ EXT. SHEATHING W/ U 2x4 SYP #2 BASE PLATE W1 (2) 12d NAIL @ 12" O.C. C7 1/4"x4-1/2" SDS SCREWS @ 12" 2x4 #2 SYP CONT. BLOCKING Z O.C. TO TRUSS/BLOCKING W/ (3) 12d TOE NAILS EA. END STRAP COL. TO COL.W/ _ 2x4 SYP #2 BLOCKING @12 x SEE PLAN SIMPSON MSTC28 CENTERED LOW ROOF TRUSS ;.' ON BEAM O.C. W/ 3 12s TOE NAILS EA. SLOPED BALCONY FLOOR m 2x4 SYP #2 CONT. LEDGER W/ (2) SIDE TRUSS TO BEAR ON MASONRY <C W 16d NAILS @ EA. STUD, MAX. 16" WALL W/ META16 BEAM TO SIT ON FIRST FLOOR O.C. SLOPED BALCONY TRUSSES COLUMN BALCONY FLOOR TRUSS W/ LUS26 OR LUS46 TO BEAM ��®�►4oi,Rar®®�!! w POST BELOW TO LINE UP WITHN ' t POST ABOVE. SEE PLAN FOR« • •®.••®••,®„�000�� N SEE WS13/SD5 FOR CONNECTIONS•• dd.•®• o ADDITIONAL INFO Z0 Xt Z • • •• U NOT USED BF02 SECTION AT BALCONY BF03 SECTION AT BALCONY BF04 SECTION AT BALCONY°' SCALE: 3/4 = V-0" SCALE: 3/4" = V-0.. SCALE: 3/4 V-0" "•.• ••• �a ••®®®•• ��® J 0 P LL PARTY PARTY PARTY rr ll 41-0" WALL 4:_0:, 4:_0�' ol WALL 4'-0" 4'-0" WALL 41-0"U) V O LU FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATEDCL n, ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ^ O Of�p ch (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) ,_ „ SEE PLAN O I-�-�I a� l�l�� N 2" USG STEEL "C"-CHANNEL SEALANT 2" USG STEEL "C"-CHANNEL SEALANT TRUSSES (BY OTHE S) -- 2" USG STEEL "C"-CHANNEL SEALANT40 0 3J 4 0 U U w UNDER ROOF SHEATHING UNDER ROOF SHEATHING UNDER ROOF SHEATHING FIRE RESISTANT TREATED ROOF SHEATHING z z (NO PENETRATIONS) M U 0 C o STUDDED COMMON TRUSSESTO BE STUDDED COMMON TRUSSESTO BE (2) 1" SHAFT WALL LINER PER UL U373 w DESIGNED W/ 100 If LATERAL LOAD DTC 24" O.C. W/ 1/4" GAP AND 12" DESIGNED W/ 100 If LATERAL LOAD NUT w/ 3x3 x1/4 WASHER NUT w/ 3x3 x1/4 WASHER I— Z tig E P @ p ALTERNATE: SIMPSON BPS\-3 (SEE SHEET SD$) ATTACH TIGHT TO ALTERNATE: SIMPSON BPS\-3 rl r l THO o AND HAVE BOTTOM CHORD 1/4 FROM END OF TRUSS EA. SIDE OF AND HAVE BOTTOM CHORD 1/4" SHEATHING, EXTEND INTO OVERHANG PARTY 2 V,��tCs� U ABOVE TOP PLATE PARTY WALL ABOVE TOP PLATE SLOTTED WASHER WITH 1 FENDER I SLOTTED WASHER WITH 1 FENDER U d G WASHER � WASHER WALL TRUSSES (BY: OTHERS : Z \\ ( ) TRUSS TO WALL CONNECTION PERO O� 2 1' SHAFT WALL LINER PER UL U37 2 1 SHAFT WALL LINER PER UL UI I73 u) DOUBLE TOP PLATE EACH SIDE OF (SEE SHEET SD8) ATTACH TIGHT TO DOUBLE TOP PLATE EACH SIDE OF (SEE SHEET SD8) ATTACH TIGHT TO CONNECTION CHART U.N.O. DOUBLE TOP PLATE EACH SIDE OF z SHEATHING, EXTEND INTO OVERHANG PARTY WALL SHEATHING, EXTEND INTO OVERHANG PARTY WALL PARTY WALL 2" USG STEEL "C"-CHANNEL SEALANT U5 ROOF BRG HGT ROOF BRG HGT ROOF BRG HGT UNDER ROOF REFER TO PLANS REFER TO PLANS REFER TO PLANS . DTC SHEATHING FIRE BLOCKING EACH SIDE OF PARTY @ 24" O.C. W/ 1/4" GAP AND 12" FIRE BLOCKING EACH SIDE OF PARTY a 1/2" DRYWALL EACH SIDE OF PARTY 1/2" DRYWALL EACH SIDE OF PARTY SEE PLAN i WALL —1/2" DRYWALL EACH SIDE OF PARTY FROM END OF TRUSS WALL L u WALL WALL FIRE BLOCKING EACH SIDE OF PARTY TRUSS TO WALL CONNECTION PER WALL � 3/8" THREADED ROD (U.N.O.) @ 32" 1/2" GYPSUM WALLBOARD EACH SIDE WALL CONNECTION CHART U.N.O. FIRE BLOCKING EACH SIDE U Z 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 J (9 U COOLER NAILS @ 6 O.C. ON EDGE EACH SIDE OF PARTY WALL �" 3/8 THREADED ROD (U.N.O.) @ 32 FROM GIRRDERS, CENTER ROD F g OF PARTY WALL ATTACH W/ 8d OF PARTY WALL ATTACH W/ 8d I- AND IN FIELD O.C. & 6 FROM EA. END AND W/IN 6 WITHIN DOUBLE TOP PLATE EACH a 3 1/2" SOUND BATT INSUL. EACH SIDE COOLER NAILS @ 6" O.C. ON EDGE COOLER NAILS @ 6" O.C. ON EDGE 3/4" AIR SPACE EACH SIDE O W o, �. FROM GIRRDERS, CENTER ROD SIDE OF PARTY WALL DOUBLE TOP PLATE D p N a n 3/4" AIR GAP EA. SIDE OF PARTY WALL AND IN FIELD WITHIN DOUBLE TOP PLATE AND IN FIELD PARTY WALL `' EACH SIDE OF a I— c �i M i5 OF PARTY WALL 2x SPF #2 STUDS @ 16 O.C. PER PLAN cn 06 w z to 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(2) 1 SHAFT WALL LINER FIRE WALL O re T 6 C� V :5 U373, SEE DETAIL PAGE SD8 MID-POINT BLOCKING BETWEEN MID-POINT BLOCKING BETWEEN U373 (SEE SD8) ATTACH TIGHT TO 0 Z O F O MID-POINT BLOCKING BETWEEN - 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 OJ V W z n EACH SIDE OF PARTY WALL OF PARTY WALL F= Q p Q - FIRE RATED WALL SYSTEM PER UL FIRE RATED WALL SYSTEM PER UL 0U) Z j 9f 1 � U373, SEE DETAIL PAGE SD8 U373, SEE DETAIL PAGE SD8 J a = Q E WO PARALLEL. ROOF TRUSS WO PARALLEL & PERP. ROOF TRUSS WO PERPENDICULAR ROOF TRUSS WO CONVENTIONAL OVERHANG _ QN PARTY WALL SCALE; 3/4" =,'-o" PARTY WALL scALE: 3/4 -o" PARTY WALL SCALE: 3/4" =,'-o" PARTY WALL SCALE; 3/4" _,' _j n/ Z o W 1- LL 0 U F— W ZF- LU O LU W 4'-0" ol 4'" a -0 Z FIRE RESISTANT TREATED FIRE RESISTANT TREATED - p ROOF SHEATHING ROOF SHEATHING W (NO PENETRATIONS) (NO PENETRATIONS) d H PARTY 2 Z (2) 1" SHAFT WALL LINER PER UL U373 (2) 1" SHAFT WALL LINER PER UL U373 WALL Z (SEE SHEET SD8) (SEE SHEET SD8) 1/2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL 1/2" GYPSUM WALLBOARD EACH SIDE FIRE RATED WALL SYSTEM PER UL 0 U373, SEE DETAIL PAGE SD8 OF PARTY WALL OF PARTY WALL. U373, SEE DETAIL PAGE SD8 0 LV 3 1/2" SOUND BATT INSUL. EACH SIDE (2) 2" C-CHANNEL SCREWED BACK TO 3 1/2" SOUND BATT INSUL. EACH'SIDE (2)2" C-CHANNEL SCREWED BACK TO J , OF PARTY WALL BACK AT PANEL JOINTS LOCATION OF PARTY WALL BACK AT PANEL JOINTS LOCATION Z = VARIES 2X BOTTOM PLATE W/ (2) 12d NAILS @ VARIES FIRE RATED WALL SYSTEM w Z 2x STUDS 16" O.C. PER PLAN EACH 2x STUDS 16" O.C. PER PLAN EACH 0373, SEE DETAIL SD8 "• _ 2X BOTTOM PLATEW/ (2) 12d NAILS @ @ 12 O.C. @ 12" O.C. EACH SIDE OF PARTY WALL SIDE OF PARTY WALL SIDE OF PARTY WALL p Z s2x4 SYP #2 CONT.BLOCKING/RIBBON 3/4 AIR GAP EACH SIDE OF PARTY 3/4" AIR GAP EACH SIDE OF PARTY z WALL W/ (3) 16d END NAILS OR TOE NAILS WALL h V% W 2x4 SYP #2 CONT.BLOCKING/ RIBBON 3/4" FLOOR DECKING EACH SIDE OF CONNECT TOP PLATE TO _ Y 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 PLAN 3/8" ALL THREAD ROD, THRU 0 0 r • PLATE w/ NUT AND WASHER � � � PRE-ENG. PRE-ENG. PRE-ENG. 48" O.C. 0 m FLOOR SYSTEM FLOOR SYSTEM FLOOR SYSTEM 2x BOTTOM PLATE Z U 0 Z _ 1st FLOOR BRG HGT 1st FLOOR BRG HGT Ca uJ —� REFER TO PLANS REFER TO PLANS 1st FLOOR BRG HGT REFER TO PLANS w 0 i' 0 0 ' O Q=O FIRE BLOCKING EA. SIDE OF PARTY 1/2 DRYWALL 0 J WALL FIRE BLOCKING 1/2 DRYWALL CEILING TRUSS CONNECTION cn 1/2" DRYWALL EACH SIDE OF PARTY EACH SIDE OF PARTY PER PLAN LU a DOUBLE TOP PLATE EACH SIDE OFWALL DOUBLE TOP PLATE EACH SIDE OF WALL PARTY WALL W/ 3 12d TOE NAILS TO PARTY WALL W/ (3) 12d TOE NAILS TO —�— 8" CMU WALL F- O 2x SPF #2 STUDS @ 16 O.C. PER PLAN 2x SPF #2 STUDS @ 16 O.C. PER PLAN STRUCTURAL ENG BED EA. FLOOR TRUSS EA. FLOOR TRUSS FIRE RATED WALL U - EACH SIDE OF PARTY WALL EACH SIDE OF PARTY WALL SYSTEM U905, SEE (1) #5 FROM FTG. TO TIE BEAM � DRAFTING: 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U.N.O.) @ 32" 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U.N.O.) @ 32 SHEET SD8 SPLICE TO BE MIN. 30" GROUTSTRUCT: BM OF PARTY WALL O.C. & 6" FROM END, CENTER ROD OF PARTY WALL O.C. & 6" FROM END, CENTER ROD CELL SOLID _ _ - ---- --- ONLY WITHIN DOUBLE TOP PLATE (ONLY \y0ILviNc. a QC CHECK: CC WIII WITHIN DOUBLE TOP PLATE MID-POINT BLOCKING BETWEEN ( MID-POINT BLOCKING BETWEEN STUDS EACH SIDE OF PARTY WALL REQ'D WHEN ROOF TRUSSES ARE STUDS EACH SIDE OF PARTY WALL REQ'D WHEN ROOF TRUSSES ARE Z ,JOB No. TM 2150877 PERPENDICULAR TO PARTY WALL) PERPENDICULAR TO PARTY WALL) SANFORD w 0 SCALE: AS INDICATED W- _ .. .._ R1iJEDATE: 07/23/15 W01 PERPENDICULAR FLOOR TRUSS "WoOPENING FOR STAIR W03 PARALLEL ROOF TRUSS CMU NOT USED W U) PARTY WALL SCALE: 1/2 =1'-0" @ PARTY WALL SCALE: 1/2" =,'-0° PARTY WALL SCALE: 1/2" =1'-0" X15 _ 2,802 �5 2.807 SD7 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PARTY 2" USG C -RUNNERS WALL W/ 3/8" TYPE "S" PAN 3/4" AIR SPACE HEAD SCREWS FIRE RATED ROOF SHEATHING PER PLAN LU Design No, U373 may 07,2a13 2x SPF #2 STUDS @ Q 16" O.C. U.N.O., w/ 0.063" USG ALUMINUM -I . LVallRnting-2llr(Ser,ltems4"4riraud4B) ANGLE CLIPS W/ 3/8" TYPE BATT INSULATION TRUSS OVERHANG EA. SIDE Q Finish Rating - 120 Min (yee.Item 4) INTERIOR "S" PAN HEAD SCREWS TO --- SHEET ROCK AND 1 1/4" Z TYPE ""W"" OR "S"" SCREWS TO W tl/a Rr+u /ttR SPACE i. _ LAYERS OF 1 THICK USG GYP. — blft hot "°" "' "t� slat,"" 2 STEEL H SECTION EXTEND THE (2) PLATE PLACE AT EACH END 0 „ a,"j', WALLBD. LINER PANELS OF 2 -HR. WALL INTO SOFFIT W STUD 24 O.C. MAX. AND AND 8 O/C EACH FACE " NA ;, l 3/4" AIR GAP AREA "1''I:',` . }` ., a,t' d r I°il BOTH SIDES OF r I - �,{ ,;" +� � ,. .�.»• (2) 1 GYPSUM LINER C WALL PARTY � PANELS, SEE 0373, ra,„nl "w• SHEET SD$ 1a r4l m 1"14) i' 2” STEEL C -SECTION R NNER i 2x8 SPF #2 STUDS @ 16" O.C. U.N.O., w/ nIrttli _ � » attettl BATT INSULATION 4'-0", MIN. SECTION A -A FIRE RETARDANT SHEATHING 48" AS SHOWN I t ADJACENT TO 2nd FLOOR E INTERIOR z II� PARTY WALL, TYP. @ 2nd W ff k C _ d t . FLOOR PARTY WALLS I err. I 0 11/2"- OVERHANG LENGTH 1 1/2" --------._. _ _.._ ---- _ EXTERIOR 1/2" DRYWALL i�r 0:01t; 2x4 SPF #2 n`�'M."b7?[S'tL,i 1� Taftt "At rtiT&�" k_eid+.t 1F.',ti tt� tlh+l qwl �p11�';� Ittt1IC r M�V'1.�;. STUDS@ 16" O.C. U.N.O., w/ BATT INSULATION PROFILE OF ROOF TRUSS BEYOND r _ � fir" r T ill IIIV It""' r :I ROOF SHEATHING TYP. II I � p II � 41'11 III ir N +.^ � 4'-0", MIN. FIRE RETARDANT SHEATHING (A-A� 2x6 SUB -FASCIA SD7 AREA SEPARATION WAI Int --- (Nonbearing, Max Height - 44 fl) 1. Floor, Intermediate or Top Wait --2-3/16 in. wide channel shaped with l ln. long legs formed from No. 25 MS0 galy steel,: socnred with suitable fasteners W 11 2 H R . FIRE WALL @ 2ND FLOOR spaced 24 in, OC. — i 2. Steel Studs -- Steel members formed from No. 25 MSG gale stool having "H" SCALE: 1/2" = 1'-0" shaped flanges spaced 24 in, OCt overall depth 2.1/11 ini and flange width ,•112 TYPICAL PARTY WALL — — — 3. Gypsum Board* -- Two layers of I in. thick gypsum wallboard 'tfner',panels,— supplied in nom 24 in. widths. Vertical edges of•panels friction fitted ,:irrto'"I1"' - shaped studs. GEORGIA -]PACIFIC GYPSUM L L C --'Types TRSL, DGUSL \00 TYP. EXTERIOR FINISH PROTECTED WALL, --'(Beating or Nonbearing Wall, as indicated in Items 4, PARTY AND EXT. S H EAT H I N G 4A and 4B) WALL SEE TYP. EXT. WD. 4. Woad Studs -- For 2Hr, 13caringorNonbearingWall Rating - Nom 2by4 FRAME WALL SECTION in., max spacing 241n, OC. ;Muds cross -braced at midheill where necessary for 2" STEEL L clip attachment, Min 314 inl separation between wood finning and area separation wall. Fill rating evaluated for wood studs only. H -SECTION STUD 2x SPF #2 STUDS @ 4A. Steel Studs -w-(As an alternate toItem 4,not shown) — For 2[t.Hearing 24" O.C. MAX. 16" O.C. U.N.O., W/ TYP. 2x -WD. FRAME. Wall Rating - Corrosion protected steel studs, min No, 20 MSG (0.0329 in., nil bmmetal thickness) steel ormin3-1/2imwide, min No. 20GSG(a.o36in. BATT INSULATION EXT. BRG. WALL PER thick) galv steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shalt (2) 1 " GYPSUM PLAN be designed in accordance with the current edition of the Specification. for the 2° STEEL Design of Cold-roomed'Steel Structural Members by the American Iron and Steel LINER PANELS, Insaitute. Al design details enhancing the structural integrity of the wall SEE U373, C -SECTION assembly, including the axial design load ofthe studs, sball be as specified by the SHEET SD8 RUNNER steel stud designer and/or producer, and shall meet the requirements od' al l — Applicable local code agencies. The max stud spacing of wail assemblies shall not exceed 24 im OC, Studs attached to floor and ceiling tracks with 112 in. long'rype FURRING E L E VAT I O N S-12 steel screws on both sides of studs or by welded or bolted connections FOR CONT. designed in accordance with the AI'SI specifications.'rop tend bottom tracks. shall consist of steel members, min No. 20 MSG (0:0329 in., min bare metal thickness) DRYWALL W 1 2 HOUR S E PA R A steel or min No, 20 GSG (0036 inl thick) gale steel or Nil 20 MSG (0433:4 thick) printed steel, that provide a sound structural connection between stool 8" CMU BLOCK studs, and to adjacent assemblies such as a floor, ceiling,, and/or other walls. Attached to floor and ceiling assemblies with steel tastenersspaced not greater WALL FINISH t'h'an24m 0, Studs crosa-braced' with sand framing atmidheightwhere PER SPECS necessary ilxrclip atutchmem, Min 314 in, separation between steel framing and t, area separation wall. finish rating has not been evaluated for Steel Studs 4l1 'Steel Studs — (As an alternate to Items 4 and 4A, for use in Configuration B only, riot shown) For,2 Hr. Nonbearing Wall. Rating - Channel shaped, Iabricate,l lrom rein 25 MSG aorrosien-protected steel, min 3-1/2 in. wide, rein,,_ "Wo2 H R . FIR WALL JOINT 1.14 in. flanges and 1/4 in. return, spaced a max' of 24 im OC. Studs to be cut 3/8 to 3/4 in, less than assembly height. Top and bottom tracks shall be channel shaped, "" — " "" fabricated from mut 25 MSG corrosion -protected steel, min width to FRAME TO BLOCK SCALE: , /2 - , -0 accommodate stud size, with min I in. long lop, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at. midbeight where necessary for clip attachment, Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board.— !classified or declassified - Min 1/2 in thick, 4 A wide, Applied either' horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-1/4 in, long steel drywall' malls spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with I in, long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape surd joint compound Nail or screw heads covered with joint compound, PARTY 5A, Plywood Sheathing or OSB -- (Notshovrn) -- As an alternate to Item 4, WALL 'Nominal' i/2 in, thick or greater.plywood or OSB applied horizoutallyor _7LI vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. Fasteneil,'to studs with nails or screws of sulTlcient length, spaced 12 in. OC. Joints and fastener heads aro not required to be treated, Aluminum clips shall be spaced as described in Item 6: 6. Attachment Clips—Aluminum angle, 0.062 i thick, min 2 in. wide with, min ein,and 2.1/2in. legs,Clips s'ecuredwith ,minimum roneType 8screw 3/K 8"" CMU BLOCK 2 STEEL C -SECTION in. long to "11" studs and with minimum one Type W aci evw" I. I A it%, lottg to wood WALL FINISH RUNNER framing or steel framing through holes provided in clip" Tulips spaced a mast of 10 ft OC vertically between wood or steel. framing and ""II" studs for separation walls PER SPECS up to 23 fl high. For separation walls rap to 44 A high„ clips spaced as described 2" STEEL H -SECTION above for the upper 24 R. and the remaining wall area below requires clips spacer, STUD 24" 0. C. MAX. a max 5 ft OC vertically between wood or stool firaming and '"Il" studs. III 7. Batts and Blankets'* -- (Optional, not shown) -- placed in stud cavities, any 2X SPF glass fiber or mineral wool Insulat'Ion,tnax3,0pef`dens'tty,bearing theUL STUDS@ 16"" (2) 1" GYPSUM LINER Classification Marking as to Surface: Burning Chameteristics and/or Fire O.C. U.N.O., W/ PANELS, SEE 0373 Resistance. 'See Batts and Blankets -,.(Bl or B2'JZ) Categories for names of Classified companies, BATT SHEET Sl *lloar9ttg' the 111» Classification Mark INSULATION W 2 HR. FIREWALL JOINT— FRAME OINTFRAME TO B LCO K SCALE: 1/2" =1'-0" Z DESIGN NO. U905 BEARING WALL RATING — 2 HR. m NONBEARING WALL RATING — 2 HR. r '' 4'-0", MIN. 4'-0" MIN. 2 4 1 FIRE RETARDANT PARTY HORIZONTAL SECTION WALL SHEATHING 48" AS SHOWN 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 ( 2" C -TRACK ADJ. TO 2nd FLOOR PARTY 2. MORTAR — BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 WALL, TYP. @ 2nd FLOOR IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/ PARTY WALLS EXTERIOR PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT WALL FRAMING HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER — ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS 1/2' DRYWALL 2 1" GYPSUM ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ( ) ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICAT LINER PANELS, OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). SEE 0373 ON INTERIOR WALL SHEET SD8 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WITH FRAMING LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY 2" H -STUD KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL 3/4" AIR SPACE 2X SPF #2 STUDS INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION: 16" O.C. U.N.O., w/ .. 5. FOAMED PLASTIC* — (OPTIONAL NOT SHOWN) — 1-1/2 IN. THICK BATT INSULATION 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1)• W1 2 HR. FIRE WALL 2ND FLOOR .,µ p * BEARING THE UL CLASSIFICATION MARK ?T 1 5 2 8 TYPICAL PARTY WALL SCALE: 1/2" =1'-0'i COPYRIGHT MCD 201 : The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited I I, I I Ili I I I i_I I I I I I m > LLIO J W o a •"�•/ •°or _i [y �1. • -� Z Z Lt_ H /112' HIGH STRENGTH OR 5/8 w GYP WB NAILED OR SCREWED ' ^ O Jly O i-�-�i � II II I'llll lllll'lllil,I'llp' I V U �J p" EXTEND THE (2) LAYERS OF o 1" THICK USG GYP. WALLBD. Q O z O LINER PANELS OF 2 -HR, C" o WALL INTO SOFFIT AREA w • U BATT INSULATION SEE TYP. �-�l EXT. WD. FRAME WALL = V U SECTION -Z 1/2" GYPSUM WALLBOARD (n O Q SEE TYP: 'EXT. WD. FRAME O_ .. WALL SECTION TION EAVE w _ _ W SCALE: 1" =1' 0" U Z (DrJ J�8� D W ��^ r'^ Z u) 0) v ILL.UJ(D Q Z r� 1 c z a W— O N z.. 0 og� J W Z a5VAWQ5 0 W5 6 E LU LLI J O 0UN� LU F- W Z 0 LU LU 0 0 cn a Z W 1 ll— Z 0 M 0 CO O W J p 2 Z 0 11 _ LU Z W z Z 0 O W 00�— O m OZN W CD W JWV �n -5 >- 0 11-- W -0 0 a< 0 U) ~ J W STRUCTURAL ENG: BED - -- - DRAFTING. H fA-STRUCT: BM wILU/NC Q QC CHECK: CC ZJOB No. TM - 2150877 SANFt;)aRD -- -- Q SCALE: AS INDICATED ©�AgRTM� a� DATE: 07/23/15 0.2: # 5-2'84'7 SD8 " �t Z o 0 N 2" USG C -RUNNER W/ CUT Z FLANGES SHOWN WITH (3) 1 p 1/4" TYPE "W" OR "S" SCREWS V AT FRAME AND (3) 3/16" DIA. X W 2" TAPCONS AT MASONRY H W W ff k C _ d t . FLOOR PARTY WALLS I err. I 0 11/2"- OVERHANG LENGTH 1 1/2" --------._. _ _.._ ---- _ EXTERIOR 1/2" DRYWALL i�r 0:01t; 2x4 SPF #2 n`�'M."b7?[S'tL,i 1� Taftt "At rtiT&�" k_eid+.t 1F.',ti tt� tlh+l qwl �p11�';� Ittt1IC r M�V'1.�;. STUDS@ 16" O.C. U.N.O., w/ BATT INSULATION PROFILE OF ROOF TRUSS BEYOND r _ � fir" r T ill IIIV It""' r :I ROOF SHEATHING TYP. II I � p II � 41'11 III ir N +.^ � 4'-0", MIN. FIRE RETARDANT SHEATHING (A-A� 2x6 SUB -FASCIA SD7 AREA SEPARATION WAI Int --- (Nonbearing, Max Height - 44 fl) 1. Floor, Intermediate or Top Wait --2-3/16 in. wide channel shaped with l ln. long legs formed from No. 25 MS0 galy steel,: socnred with suitable fasteners W 11 2 H R . FIRE WALL @ 2ND FLOOR spaced 24 in, OC. — i 2. Steel Studs -- Steel members formed from No. 25 MSG gale stool having "H" SCALE: 1/2" = 1'-0" shaped flanges spaced 24 in, OCt overall depth 2.1/11 ini and flange width ,•112 TYPICAL PARTY WALL — — — 3. Gypsum Board* -- Two layers of I in. thick gypsum wallboard 'tfner',panels,— supplied in nom 24 in. widths. Vertical edges of•panels friction fitted ,:irrto'"I1"' - shaped studs. GEORGIA -]PACIFIC GYPSUM L L C --'Types TRSL, DGUSL \00 TYP. EXTERIOR FINISH PROTECTED WALL, --'(Beating or Nonbearing Wall, as indicated in Items 4, PARTY AND EXT. S H EAT H I N G 4A and 4B) WALL SEE TYP. EXT. WD. 4. Woad Studs -- For 2Hr, 13caringorNonbearingWall Rating - Nom 2by4 FRAME WALL SECTION in., max spacing 241n, OC. ;Muds cross -braced at midheill where necessary for 2" STEEL L clip attachment, Min 314 inl separation between wood finning and area separation wall. Fill rating evaluated for wood studs only. H -SECTION STUD 2x SPF #2 STUDS @ 4A. Steel Studs -w-(As an alternate toItem 4,not shown) — For 2[t.Hearing 24" O.C. MAX. 16" O.C. U.N.O., W/ TYP. 2x -WD. FRAME. Wall Rating - Corrosion protected steel studs, min No, 20 MSG (0.0329 in., nil bmmetal thickness) steel ormin3-1/2imwide, min No. 20GSG(a.o36in. BATT INSULATION EXT. BRG. WALL PER thick) galv steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shalt (2) 1 " GYPSUM PLAN be designed in accordance with the current edition of the Specification. for the 2° STEEL Design of Cold-roomed'Steel Structural Members by the American Iron and Steel LINER PANELS, Insaitute. Al design details enhancing the structural integrity of the wall SEE U373, C -SECTION assembly, including the axial design load ofthe studs, sball be as specified by the SHEET SD8 RUNNER steel stud designer and/or producer, and shall meet the requirements od' al l — Applicable local code agencies. The max stud spacing of wail assemblies shall not exceed 24 im OC, Studs attached to floor and ceiling tracks with 112 in. long'rype FURRING E L E VAT I O N S-12 steel screws on both sides of studs or by welded or bolted connections FOR CONT. designed in accordance with the AI'SI specifications.'rop tend bottom tracks. shall consist of steel members, min No. 20 MSG (0:0329 in., min bare metal thickness) DRYWALL W 1 2 HOUR S E PA R A steel or min No, 20 GSG (0036 inl thick) gale steel or Nil 20 MSG (0433:4 thick) printed steel, that provide a sound structural connection between stool 8" CMU BLOCK studs, and to adjacent assemblies such as a floor, ceiling,, and/or other walls. Attached to floor and ceiling assemblies with steel tastenersspaced not greater WALL FINISH t'h'an24m 0, Studs crosa-braced' with sand framing atmidheightwhere PER SPECS necessary ilxrclip atutchmem, Min 314 in, separation between steel framing and t, area separation wall. finish rating has not been evaluated for Steel Studs 4l1 'Steel Studs — (As an alternate to Items 4 and 4A, for use in Configuration B only, riot shown) For,2 Hr. Nonbearing Wall. Rating - Channel shaped, Iabricate,l lrom rein 25 MSG aorrosien-protected steel, min 3-1/2 in. wide, rein,,_ "Wo2 H R . FIR WALL JOINT 1.14 in. flanges and 1/4 in. return, spaced a max' of 24 im OC. Studs to be cut 3/8 to 3/4 in, less than assembly height. Top and bottom tracks shall be channel shaped, "" — " "" fabricated from mut 25 MSG corrosion -protected steel, min width to FRAME TO BLOCK SCALE: , /2 - , -0 accommodate stud size, with min I in. long lop, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at. midbeight where necessary for clip attachment, Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board.— !classified or declassified - Min 1/2 in thick, 4 A wide, Applied either' horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-1/4 in, long steel drywall' malls spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with I in, long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape surd joint compound Nail or screw heads covered with joint compound, PARTY 5A, Plywood Sheathing or OSB -- (Notshovrn) -- As an alternate to Item 4, WALL 'Nominal' i/2 in, thick or greater.plywood or OSB applied horizoutallyor _7LI vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. Fasteneil,'to studs with nails or screws of sulTlcient length, spaced 12 in. OC. Joints and fastener heads aro not required to be treated, Aluminum clips shall be spaced as described in Item 6: 6. Attachment Clips—Aluminum angle, 0.062 i thick, min 2 in. wide with, min ein,and 2.1/2in. legs,Clips s'ecuredwith ,minimum roneType 8screw 3/K 8"" CMU BLOCK 2 STEEL C -SECTION in. long to "11" studs and with minimum one Type W aci evw" I. I A it%, lottg to wood WALL FINISH RUNNER framing or steel framing through holes provided in clip" Tulips spaced a mast of 10 ft OC vertically between wood or steel. framing and ""II" studs for separation walls PER SPECS up to 23 fl high. For separation walls rap to 44 A high„ clips spaced as described 2" STEEL H -SECTION above for the upper 24 R. and the remaining wall area below requires clips spacer, STUD 24" 0. C. MAX. a max 5 ft OC vertically between wood or stool firaming and '"Il" studs. III 7. Batts and Blankets'* -- (Optional, not shown) -- placed in stud cavities, any 2X SPF glass fiber or mineral wool Insulat'Ion,tnax3,0pef`dens'tty,bearing theUL STUDS@ 16"" (2) 1" GYPSUM LINER Classification Marking as to Surface: Burning Chameteristics and/or Fire O.C. U.N.O., W/ PANELS, SEE 0373 Resistance. 'See Batts and Blankets -,.(Bl or B2'JZ) Categories for names of Classified companies, BATT SHEET Sl *lloar9ttg' the 111» Classification Mark INSULATION W 2 HR. FIREWALL JOINT— FRAME OINTFRAME TO B LCO K SCALE: 1/2" =1'-0" Z DESIGN NO. U905 BEARING WALL RATING — 2 HR. m NONBEARING WALL RATING — 2 HR. r '' 4'-0", MIN. 4'-0" MIN. 2 4 1 FIRE RETARDANT PARTY HORIZONTAL SECTION WALL SHEATHING 48" AS SHOWN 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 ( 2" C -TRACK ADJ. TO 2nd FLOOR PARTY 2. MORTAR — BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 WALL, TYP. @ 2nd FLOOR IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/ PARTY WALLS EXTERIOR PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT WALL FRAMING HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER — ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS 1/2' DRYWALL 2 1" GYPSUM ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ( ) ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICAT LINER PANELS, OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). SEE 0373 ON INTERIOR WALL SHEET SD8 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WITH FRAMING LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY 2" H -STUD KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL 3/4" AIR SPACE 2X SPF #2 STUDS INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION: 16" O.C. U.N.O., w/ .. 5. FOAMED PLASTIC* — (OPTIONAL NOT SHOWN) — 1-1/2 IN. THICK BATT INSULATION 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1)• W1 2 HR. FIRE WALL 2ND FLOOR .,µ p * BEARING THE UL CLASSIFICATION MARK ?T 1 5 2 8 TYPICAL PARTY WALL SCALE: 1/2" =1'-0'i COPYRIGHT MCD 201 : The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited I I, I I Ili I I I i_I I I I I I m > LLIO J W o a •"�•/ •°or _i [y �1. • -� Z Z Lt_ H /112' HIGH STRENGTH OR 5/8 w GYP WB NAILED OR SCREWED ' ^ O Jly O i-�-�i � II II I'llll lllll'lllil,I'llp' I V U �J p" EXTEND THE (2) LAYERS OF o 1" THICK USG GYP. WALLBD. Q O z O LINER PANELS OF 2 -HR, C" o WALL INTO SOFFIT AREA w • U BATT INSULATION SEE TYP. �-�l EXT. WD. FRAME WALL = V U SECTION -Z 1/2" GYPSUM WALLBOARD (n O Q SEE TYP: 'EXT. WD. FRAME O_ .. WALL SECTION TION EAVE w _ _ W SCALE: 1" =1' 0" U Z (DrJ J�8� D W ��^ r'^ Z u) 0) v ILL.UJ(D Q Z r� 1 c z a W— O N z.. 0 og� J W Z a5VAWQ5 0 W5 6 E LU LLI J O 0UN� LU F- W Z 0 LU LU 0 0 cn a Z W 1 ll— Z 0 M 0 CO O W J p 2 Z 0 11 _ LU Z W z Z 0 O W 00�— O m OZN W CD W JWV �n -5 >- 0 11-- W -0 0 a< 0 U) ~ J W STRUCTURAL ENG: BED - -- - DRAFTING. H fA-STRUCT: BM wILU/NC Q QC CHECK: CC ZJOB No. TM - 2150877 SANFt;)aRD -- -- Q SCALE: AS INDICATED ©�AgRTM� a� DATE: 07/23/15 0.2: # 5-2'84'7 SD8 STANDARD(3)2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO W OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM 0 LEDGER TO STUD PACK Q LINE UP 2xJOIST IN W w LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/UTILIZED AS BLOCKING W SIMPSON A35 / A34 CLIP TO FLOOR Z SYSTEM & LANDING ZxJOISTS @LANDING N 0 FRAMING c9 @ 16"O.C. W/ SIMPSON z � z A35 OR LUS26 HANGER O z ON EACH SIDE 1= LL w (U OO W d 6" MIN. C) D W p U 0 z (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m END OF LANDING FOR 7WIDTH OF LAN NG MASONRY WALL) CONT _ W STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d O CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. z TO BEAR DIRECTLY ON DEPTH W/(3) 10d TO EACH STUD. ((161/4" z �}p9YIIIiFIg®�®®�� BUILT UP COLUMNS TOENAILS EACH END 2 @ Uj BELOW O.C. MAX. FOR m ^� t A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY M 10"MIN. .`"� 0'1 = " SEE SCHEDULE FOR MAX WIDTH OF LANDING w z � � zar z Z m< U MIN. (3) 2x SYP #2 rE) 0 k^ J STUDS REQ'D @ END b; r < OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB m®® ® .®' D 16d NAILS FROM SHEATHING OVER SEE PLAN FOR DEPTH ® "� Q LEDGER TO STUD OF LANDING LANDING ATTACHED I--®*� O D STAIR WINDER DETAIL®®��,,,,®`® PACK PER GENERAL FLOOR O U_ CONSTRUCTION Q �:,; 1 NOTES T MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING �•/ O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING w STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR 2 ^^ O of��Jl � SIMPSON A34 / A35 O H a it I yf N CLIP TO FLOOR CONSTRUCTION oNOTES U pullll, it 3J o SYSTEM & LANDING, 16 O.C. z z o FRAMING U_ MAX BEAM @END OF < 0 c O m O LANDING PER � 0 H SCHEDULE Z p Uj G" U SEE PLAN FOR U MASONRY WALL OR WOOD WALL (D O �„ Q B B SIMPSON A35 O CONNECTIONS m Cl) MASONRY WALL OR 0 FRAME WALL BEYOND a Lj (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONTR BEAM U Z STRINGERS TO @16"O.C.W/SIMPSON LEDGERw!(3)16d V -V CROSS SECTION OFF BEAM TO LEDGER CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. F_ rr^^ (q J n .r TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 114" p �/J LU g i BUILT UP COLUMNS x 3 1/2" TITENS @ 16.. 0 Q —, BELOW O.C. MAX. FOR (0 �tS �''� Z N 0) VSTRING. A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED RS Q (D ugd NOTCHED AT LANDING zZ N� o d SEE SCHEDULE FOR MAX WIDTH OF LANDINGUj J (3) 16d TOENAILS U C . ST02 NOT USED O D z z BEAM/JOISTS REQUIREMENT AT LANDING BEAM SES E PLAN EQUALLY A�"�OFi£7 A35 @ EA. STRINGER SCALE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN��A TO LANDING BEAM JOISTS MAX WIDTH SEE ARCHS. FOR MAX, (#2 SYP) (#2 SYP) OF LANDING RISE OF STEPS AND (3) 2x12 3/4" O.S.B. W/ 8d NAILS 8'-0" MIN. TREAD DEPTH (2) 2x12 @ 3" O.C. TOP AND 6'-0" (1) 2x12 (1) 2x8 2x6 BOTTOM CHORD 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. (3) 2x12 I -JOIST PER FRAMING 8'-0" (2) 2x12 PLAN W/ SQUASH 6'-0" (1) 2x12 (1) 2x8 2x6 BLOCK OR d� (3) 2x12 BEAM/FLOOR TRUSS 8'-0" 101-01,(2) 2x12 PER PLAN 6'-0" (1) 2x12 (1) 2x$ ' 2x6 4'-0 " PENDING LANDING 2x12 9'-0" (2) 2x12 HEIGHT AND PLAN 7'-0" g' -p" (1) 2x12 (1) 2x8 LAYOUT. HEADER 5'-0" WITHIN SUPPORT 2x8 9'-0" (2) 2x12 WALL COULD BE T -O" 8'4" (1) 2x12 (1) 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND 91,011 (2) 2x12 HEADER AND ONE @MID -SPAN A (1) 2x12 (1) 2x8 A SUPPORT 5'-011 6'-0„ INFORMATION. A34 @ EA. STRINGER 8'_0" (1) 2x12 (1) 2x8 2x6 TO LANDING � 5'-0" OR LESS (2) 2x12 2x ATTACHED TO 9'-0" (1) 2x12 (1) 2x8 2x JOIST (P.T. IF STRINGER I I I 2x4 #2 SPF STUDS ATTACHING TO NAILS IIII p MASONRY WALL)CONT I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I 2x6 VERTICAL @ 6"-0" NAILS @ 16" O.C. MAX. ON EACH SIDE ANDI I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN ' I I I I X IIII x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR A35 CONNECTION I I I I SCHEDULE @END OF MASONRY WALL) z LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" HANDRAIL BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN FOR VERTICAL HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING BEAM SES E PLAN EQUALLY A�"�OFi£7 w 0 SCALE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN��A HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" d� (3) 2x12 2x8 8'-0" 101-01,(2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x$ ' 2x6 4'-0 " (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" g' -p" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T -O" 8'4" (1) 2x12 (1) 2x8 2x6 5._01 (3) 2x12 2x12 91,011 (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-011 6'-0„ (2) 2x12 2x8 8'_0" (1) 2x12 (1) 2x8 2x6 5'-0" � 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6-0" BASE PLATE PER FLOOR PLANFLOOR NOTE: BEAM SES E PLAN EQUALLY A�"�OFi£7 w 0 SCALE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN��A _j w AS INDICATED n/ TRUSS TO OUTSIDE q� O Q< FSE FACE OF TRUSS 5 2 8 0 ft 1 5 - 2 6 Q FOR MIN. SIZE INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS BEAM ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES _ LL. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR U DC 6 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. d� Q 3%" wOIL J I -- oo� SEE ARCH PLAN 2x4 CONT. TOP PLATE 1— 'IF MAX. 4-0 ABOVE FLOOR ATTACH TOP PLATE TO Z < F— STUDS W/ (2) 16d TOE � W 2x4 #2 SPF STUDS X X NAILS p _ 2x6 VERTICAL @ 6"-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ UQ (n O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d z OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS W KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING 2 Z TO ALLOW VERTICAL (D 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO z W p NAILS @ 4" O.C. L -BRACE @ 6-0 O.C. & FACE OF TRUSS Q W2x4 @ANY OPENING O J CONT. TOP PLATE Z_ 0 A— ATTACH 2x6 VERTICAL (ATTACH TOP PLATE _ DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3))/4" x 3" 3 1/2" TO STUDS W/ (2) 16d TOE NAILS LU Z SECTION X -X N.T.S. SDS WOOD SCREWS _ EQUALLY Z O SPACED/CENTERED IN 2x4 #2 SPF STUDS @ z O 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER �.. ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TOWFACE OF TRUSS STUD TO BE i STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 31" 2 ATTACHED TO TRUSS _ (� 0 NAILS NAILS BELOW (OTHERWISE 0�- 0 2x4 #2 SPF STUDS @ � SEE ARCH PLAN ' " � AT TACH W/ (2) 12d p M 24" O.C. W/ (2) 12d MAX. 4-0ABOVE FLOOR I TOENAILS @ BOTTOM) I' W TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X o ~ 0 Z eb ----- SLICE CUT PLYWOOD 24" O.C. W/ 2 12d I NOTCH FLOOR I 2x4 SILL PLATE W/ 2 O z C� (. J 0 — FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. W ACCOMMODATE 2x CONT. BRACE & 10d w 0 Q Z 0 I 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO [� II- J 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING CL W/ (2) 10d NAILS @ 4"PLYWOOD FLOORING (NOTCHED @ 2x6 -Uj O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS TO TO SLIDE DOWN TO W/ (2) Y"x3" SDS ENG: BED _ � ------ (2) SIMPSON LSTA24 FACE TRUSS OF � SCREWS EQUALLY Z) ry DRAFTING: STRAP (1 EA. SIDE OF _____ SPACED & CENTERED (j -STRUCT: BM STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND �- IN TRUSS Q _... -.-- - _ TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & 601L(�� QC CHECK: CC FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING c z JOB No. TM - 2150877 BASE PLATE PER FLOOR PLANFLOOR NOTE: BEAM SES E PLAN EQUALLY A�"�OFi£7 w 0 SCALE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN��A W AS INDICATED 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE q� DATE: 07/23/15 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART OF FACE OF TRUSS 5 2 8 0 ft 1 5 - 2 6 Q FOR MIN. SIZE INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS BEAM ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY TOGETHER USING (2)12d NAILS AT 4" C.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR ~ 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. ST1 UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. t. .GENERAL .NOTESSYMBOLS BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 824 UPPER FLOOR qq8 OTAL SHEETINDEX AGN0.1 COVER SHEET, SHEET INDEX, GENERAL ORO ba 1. To the best of the architects' knowledge these construction documents are in conformance with the requirements of the building authorities having ELEVATION KEY OR SECTION KEY , SHELF ABOVE O WATER GL05ET o ❑ ❑ DOUBLE SINK NOTES, SYMBOLS & ABBREVIATIONS jur►sdiction over this type of construction and occupancy. SHEET NUMBER 2. It is the intent of the architect to delineate these documents as accurateo as possible for the purpose of graphic representation. Do not "scale" DETAIL NUMBER OR 5EGTION KEY SOFFIT ABOVE DIMEN51ONAL LUMBER (SIZE) TUB/5HOWER . 51N6LE SINK ELEVATION A1.1 B-6 A1.1 UW -R -TRADITIONAL BUILDING SLAB PLAN SLAB PLAN - WILLOW - LOT 126 these documents. The dimensions shown are to take precedence over scaling the documents. The general contractor shall take full responsibility SHEET NUMBER A1.1 UR -R SLAB PLAN -REDWOOD -LOT 127 for any incorrect work and any repair of said work as a result of scaling the documents. BLOGKINC7 \SIZE) WASHER A1.1 UB -L A1.1 UB -R SLAB PLAN - BIRCH - LOT 128 SLAB PLAN - BIRCH - LOT 129 3. All work performed by the general contractor shall comply and conform with ROUGH 5AWN WOOD O SHOWER A1.1 UR -L SLAB PLAN - REDWOOD - LOT 130 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. -4ANGLE O NOTE NUMBER PLYWOOD / \ DRYER Al .l UW -L SLAB PLAN - WILLOW - LOT 131 IN5ULATED SHEATHING A2.1 B-6 BUILDING MAIN FLOOR PLAN 4. The general contractor Shall thoroughly review and become familiar with o� LAVATORY A2.2B-6 BUILDING UPPER FLOOR PLAN these documents. Upon review, the general contractor shall document and �I REVISION NUMBER (DELTA) BATT INSULATION - L=� MEDICINE CABINET A2.1 UW -R FLOOR PLANS - WILLOW - LOT 126 notify the architect of any errors, omissions, discrepancies and / or inconsistencies prior to the start of any portion of the proposed work. The architect shall review the proposed corrections after the receipt of A SHEET NUMBER R1610 IN5ULATION ( )) ��/ PEDESTAL SINK A2.1 UR -R A2.1 UB -L FLOOR PLANS - REDWOOD - LOT 127 FLOOR PLANS - BIRCH - A - LOT 128 notification. The discover of discrepancies and / or conflicts after the y P REFRIGERATOR start of work shall be the full responsibility of the general contractor to D I- B 2X4 WOOD 5TUD PARTITION O O A2.1 UB -R FLOOR PLANS - BIRCH - Al - LOT 129 repair or replace. G ELEVATION LETTER OVEN/GOOKTOP A2.1 UR -L FLOOR PLANS - REDWOOD - LOT 130 � 2x6 WooD STUD PARTITION � � A2.1 UW -L FLOOR PLANS -WILLOW -.LOT 131 5. The general contractor shall be responsible for the correction of any EARTH errors, omissions, discrepancies and / or Inconsistencies which have not beeni � brought to the architects' attention. 2X8 WOOD 5TUD PARTITION A3.1 B-6 BUILDING FRONT & REAR ELEVATIONS 0 5AND OR 6RAVEL FILL A3.26-6 BUILDING SIDE ELEVATIONS (b. The general contractor shall accept the premises as is, in its current state. CONCRETE BLOCK A3.1 UW -R WILLOW ELEVATIONS -LOT 126 The owner shall assume no responsibility for the condition of the existing BRIGK a A3.1 UR -R REDWOOD ELEVATIONS - LOT 127 site, and its contents, at the time of bidding or thereafter. CONCRETE A3.1 UB -L BIRCH- A ELEVATIONS - LOT 128 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, BSB ABBREVIATIONS Perlods only u5ed on one word abbreviations, if the abbreviation is a different word by itself; e.g. ARCH., BIT., and LAM. A3.1 UB -R BIRCH - Al ELEVATIONS - LOT 129 discrepancies and concerns Shall be brought to the owners' attention in Periods are usually used when abbreviating multiple words, unless they A3.1 UR -L REDWOOD ELEVATIONS -LOT 130 written format. are very common without periods; e.g. AFF, HVAC, R/A, and WWF. A3.1 UW -L WILLOW ELEVATIONS - LOT 131 ABC ANCHOR BOLT ABOVE FFAS FF.B. FA5TEWER) UNIT F. PAR P P.BD. PARRY PARALLEL PARTICLE 6. The general contractor shall be responsible for all work and materialsA.B. represented on these documents including the work and materials furnished ~ AIR COW FACE BRIGFORCEDIK PG. GONG. WARD PRECAST CONCRETEA3.313-6 BUILDING ROOF PLAN by Subcontractors and vendors. AGC ACCESS F.B.O. FURNISHED BY OTHERS P.E. PORCELAIN ENAMEL AG.T. AFF AGOU5TIGAL TILE (GL6) ABOVE FIN15H FLOOR F.D. F.E. FLOOR DRAIN FIRE EXTIW15WR PED PERI PEDESTAL (SINK) PERIMETER A5.1 UW -R INTERIOR ELEVATIONS - WILLOW - LOT 126 Cl. Deviations from these documents in the construction phase shall be reviewed by the architect and the owner prior to the start of work in `� A.D. ADD AREA DRAIN ADDENDUM F.F. F.G. FINISH FLOOR (LINE) FIXED CLASS PK& PL PARKING PLATE (HEIGHT) A5.1 UR -R INTERIOR ELEVATIONS - REDWOOD - LOT 127 question. Any deviations from these documents without prior review, shall be ADH ADJ ADW51VE ADJUSTABLE F6L FIN FIBER6LA55 FIN15H P.LAM. PLA5 PLASTIC LAMINATE PLASTER A5.1 UB -L INTERIOR ELEVATIONS - BIRCH - LOT 128 the sole responsibility of the general contractor. p y g A66 A.H.U. AC6RE6ATE AIR HANDLING UNIT FL6 FLR FLA5H1N6 FLOOR(IN61 PNL PANEL A5.1 UB -R INTERIOR ELEVATIONS -BIRCH -LOT 129 10. It is the sole responsibility of the general contractor to determine erection ALT ALUM ALTERNATE ALUMINUM FLUR FN FLUORE5GENT (LIGHT) FENCE PNT PR PREFAB PAINVEP) PAIR (OF) A5.1 UR -L INTERIOR ELEVATIONS - REDWOOD - LOT 130 pro5eqenccons procedure, means and methods and ue of construction. A.P. ACCESS PANEL FND FOUNDATION P5F PREFABRICATED POUNDS PER SQUARE FOOT A5.1 UW -L INTERIOR ELEVATIONS - WILLOW - LOT 131 APX ARCH. APPROXIMATE ARGHITECTNRAL) F.O. FP FACE OF FIRE PROOF P51 P5L POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER A5.2UW-R SECTIONS - WILLOW - LOT 126 IL The general contractor Is responsible to produce and comply with an ASPH A.T. ASPHALT ASPHALT TILE FPHB FPL FREEZE PROOF H05E BIBB FIREPLACE PTN PARTITION A5.2UR-R SECTIONS - REDWOOD - LOT 127 roved construction schedule acceptable to the owner's expectations. approved P P AUTO, AUTOMATIC FR FRAMEOXINC) P.T. PRESSURE TREATED (WOOD) AV6 AVERAGE F5 FULL SIZE PV PVC PAVED) OR PAVING POLYVINYL CHLORIDE (PIPE) A5.2UB-L SECTIONS - BIRCH - LOT 128 12. The owner shall furnish an and all reports received from the eotechnical y P 9 AWN6 AWNIN6 FT6 FOOTING PVMT PAVEMENT A5.2UB-R SECTIONS - BIRCH - LOT 129 .engineer (loll reports), on the study of the proposed site, to the architect, 836 B P13F 36" WIDE BASE CAB. FUR FURRE00%) PWD PLYHOOD A5.2UR-L SECTIONS -REDWOOD -LOT 130 structural engineer and general contractor. In the event the geotechnical B LO D (DOOR) G �B G (HALL) gpARp Q Q.T. QUARRY TILE reports do not exist, the soil condition Shall be assumed to be a minimum BIT. BIRHIN016 6.G. 6EIERAL CONTRACTOR A5.2UW-L SECTIONS -WILLOW -LOT 131 design soll pressure stated by the structural engineer of record for the BLKG BLOCKIN6 6D CRAVE OR GRADING H R R/A RISER (ON STAIRS) RETURN AIR purpose Of StrUGtUra1 design. General Contractor shall a55Ure the soil BLDG BLK BUILDING BLOCK (GMUs) G.D.O. 6F1 6ARAC-E DOOR OPENER GROUND FAULT INTERRUPTER R.B. RUBBER BASE ELECTRICAL conditions meet or exceed this criteria. BLK6 BLOGKIN6 6L 6LA55 OR 6LAZIN6 RAD RBL RAD1u5 RUBBLE 13. 5hop drawing review and distribution, along with product submittals, BM B.M.BE B BEAM ENCH MARK BPA55 (RK 6LBK. S.I. 6T GLASS BLOCK GALVANIZED IRON 6ALV REF OR RRD. EFR ROOF DRAIN REFR16ERATOR E2.1 UW -R ELECTRICAL PLANS - WILLOW - LOT 126 re requested in the construction documents; shall be the sole responsibility of q p y BRC BRK BEARING BRICK REQ RES REQUIRED RESILIENT E2.1 UR -R ELECTRICAL PLANS - REDWOOD - LOT 127 the general contractor, unless directed otherwise under a separate g P B.S. BOTH SIDES H 42"H 42" HIGH (WALL) REV REVISION(S), REVI5EP agreement. B5MT BASEMENT HB H.G. H05E BIBB HOLLOW GORE REINF REINFORGED(IN6) E2.1 UB -L ELECTRICAL PLANS - BIRCH - A - LOT 128 BTM OR BOT BOTTOM HO HEAD OR HARD RF6 R.J.B. ROOFIN6 REINFORCED JUNCTION BOX E2.1 UB -R ELECTRICAL PLANS - BIRCH - A - LOT 129 14. The architect shall not accept, or review any request for shop drawing BTWN BVL BETWEEN BEVELED HD. HDR HEAT DETECTOR OR HEAVY DUTY HEADER RLG RAILING E2.1 UR -L ELECTRICAL PLANS -LOT 130 review and / or stamp without the review and stamp of the general B.W. BOTH HAYS HDW HARDWARE R M w/ MICROWAVE ROM -REDWOOD contractor clearly shown on the documents. H6T HEIGHT RD. ROUSH OPENIN6 E2.1 UW -L ELECTRICAL PLANS - WILLOW - LOT 131 G+ cAB G.B. cAeINET CABIN BASIN H.M. HORZ HOLLOW METAL HORIZONTAL R.O.W. R/5 OR R45 R16HT OF WAY ROD AND 5HELF(S) 15. The garage shall be separated from the residence and Its attic area by GEM GEMENT HR HAL DETAILS not less than I/2" gypsum board applied to the garage side. (In accordance GER GF CERAMIC GUBIG FOOT R CORE (DOOR) 5 LICH With Section R302.6 of the 2014 FESG-Residential) G.F.O. CEILING FIXTURE OUTLET HTC HORIZONTAL SLIDEOUND HEATING S56 IPP D1.1 STAIR DETAILS GHAM G.I. CHAMFER cA5T IRON HVAC HEATIN6NENTILATINC/AIR GOND. 5D SEG SMOKE DETECTOR SECTION D1.2 WALL DETAILS FIBERGLASS SHINGLES) 16. A9ara9e beneath habitable rooms shall be separated N not less than C.I.P. GONG. cA5T-IN-PLACE GONG. HHD HARDHOOD (FLOORS) S.F. SQUARE FEET „ 5/S , Type X gypsum board. (In accordance with Section 8302.6 of the GIR uRG CIRCLE GIRGUMFERENGE I I.B.IRONING ID. BOARP INSIDE DIAMETER 5F.6L. S.S.D. SAFETY 6LAS5 5LIPIN6 GLA55 ODOR RECORD COPY FEI'G-Re5ldential) G.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF 5H SHY 51N6LE HUNS OR 5HELF(VING) (DRAWIN(5) SHEET GK GL CALK(INC) GAULK(IN6) CLOSET OR CENTER LINE I.M. INS OR INSUL. INSULATED METAL IN5ULATED(TION) 5HTH6 5HEATHIN6 GL6 GLR CEILING GLEARRGE) INT INTERIOR 51M 5KL 51MILAR SKYLIGHT GL5 CLOSURREE OOR CLOSER (POOR) J J5T J015T (FLOOR OR ROOF) 5L 5NT 51DELICHT OR SLEEVE SEALANT GM GMU G.O. COL CENTIMETER(S) CONCRETE MA50NRY UNIT CASED OPENING GOLUMN 1/ ^ JT KV KIT JOINT KNOCKDOWN (GEILIN6) KITCHEN SPG SPEC 5PK SPACER SPECIFICATIONS (AUDIO) 5PEAKER(5)ISION R___EV COMB COMBINATION KO KNOCKOUT 55T. STD STAINLESS STEEL STANDARD GONG GOND CONCRETE (AG) CONDENSER KPL K/5 KIGKPLATE (ON DOOR) KNEE SPACE 5T6 OR STO 5TORASE GON5T GONT CONSTRUCTION CONTINUOUS LAM. LAMINATE(D) 5TL 5TR STEEL STRUCTURAL GONTR CONTRACTOR L LAV LAVATORY (SINK) 50 5QUARE SUSPENDED CORR CPR CORRUGATED%5 COPPER L.B.O. LOCATION BY OTHERS SA. SHEAR WALL G OR GPT GRT CARPET COUCASEMENT E LIV L.L. LIVING LIVE LOAD T T TREAD (AT STAIRS) OR TILE # 1 5 8 O 2 GSMT 6.5T. CAS E CAST STONE L.P. L5L LAMINATED PLASTIC LAMINATED STRAND LUMBER T.B. T.B.D. TOHEL BAR TO BE DETERMINED G.T. CERAMIC TILE LT L.T. LIGHT LAUNDRY TUB TG T.G.J. TERRA GOTTA TROWELED CONTROL JOINT 1 5 " 2 GTR GY CENTER OR COUNTER GUBIG YARD LTL LINTEL TEMP. TEMPERED (6LA55) L.V. LOW VOLTAGE T46 TONGUE 4 6ROOVE 12� 12" DEEP LVL LVR LAMINATED VENEER LUMBER LOUVER TEL TELEPHONE .,//�� # 15 2 8 0 4 OR DRAIN THK THIGK(NE55) DBL DECO DOUBLE DECORATIVE /� ,V' M MAX METER(5) MAXIMUM THR T.O.G. T.O.F. THRESHOLD 70P OF CONCRETE TOP OF FOUNDATION 2 Q f j DEM DEMOLISH, DEMOLITION MA5 MA50NRY T.O.M. TOP OF MA50NRY 1 5 ` �+ �+ DEP DET PEPRE55ED DETAIL MATL MG MATERIAL MEDICINE GA13INET T.O.W. TOP OF HINVOW D.F. DH DRINKING FOUNTAIN DOUBLE HUNS MEGH MFR. MECHANICAL MANUFACTURER TR OR TRN TP TRANSOM (WINDOW TOILET PAPER HOLDER # 1 5 ` 2 8. 0 6 DIA OR DIAM DIAMETER MH MANHOLE TV TV TELEVI TELEVISION OUTLET OR LOCATION TELEVITYPICAL DIM DIMENSION MIN MINIMUM D.L. DN DEAD LOAD DOWN (5TAIR5) MIR M150 MIRROR M15CELLAWOZ ' 1 UG UNDERGUT(VOOR) � � � � � � 0 D.P. OR DAMP -PROOFING DOOR MLD MOULDING J UNF U.N.O. UNFINISHED UNLE55 NOTED OTHERWISE MM MILLIMETER DRY D5 DRYER MACHINE DOWNSPOUT MMB M.O. MEMBRANE MASONRY OPENING VB V VB. VANITY BASE VA POR BARRIER VA36" D/5 D.T. DRAWER STACK (CABINET) DRAIN TILE MOD MRB MODULAR MARBLE vB3 WIDE VANITY BASE PTL DW DETAIL D15H HASHER WL MT METAL MOUNTED(IN6) VERT VIN V.S. VERTICAL (SHEET) VINYL VEGETABLE SINK PM DHR DRAWING DRAWER MULL WA MULLION OR MULLED NOT APPLICABLE V.T. VINYL TILE ��LDiN(; 0 EA E EACH N N.I.G. NOT IN CONTRACT W3630 W W 36"H X 30"H HALL GAB WIDE OR HASHING MACHINE 5 fiiti�0 EB EYEBROW (FLAT ARCH) NL NAILABLE HG HATER CL05ET E.F. E.J. EACH FACE EXPANSION JOINT NOM N.T.5. NOMINAL NOT TO SCALE WD HOOD�� EL ELEG ELEVATION ELECTRICAL) Nb.VD. NAT. GEODETIC VERTICAL DATUM WF M WIPE FLANGE (STEEL BEAM) WATER HEATER E.P. ELECTRICAL PANEL O OA 055 OVERALL OBSCURE (GLASS) W.H. WI HALL HUNG WROUGHT IRON EQ EST EQUAL ESTIMATE O.G. O.GAB. ON GENTER OVERHEAD CABINET WIG WIN WALK-IN CLOSET WINDOW E.W.G. EX6 ELECTRIC HATER COOLER EXISTING OD. OUTSIDE DIAMETER VV/ WO WITH OR WITHOUT EXH EXHAUST O.G.D. OVERHEAD SARA6E DOOR WP HATERPROOF(IN6) EXT EXTERIOR OH OPN6 OVERHEAD OPENIN6 W.R. H.S. HATER RE515TANT HATER SOFTENER OPT OPTIONAL W5CT WAINSCOT 055 ORIENTED STRAND BOARD W.T.W. HALL TO HALL WWF HELPED WIRE FABRIC SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 824 UPPER FLOOR qq8 OTAL 1622 GARAGE 25q ORO ba LANAI 102 -r& OTAI 2251 SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR Sao UPPER FLOOR 103ci OTA L GARAGE 24q. PORGH 36 LANAI 102 TOTAL _ 2320 SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR 7-10 UPPER FLOOR 1283 OTA. 2063 GARAGE 458 PORCH q LANAI q3 -r& a 2623 REVISION 2 - ............i a � Wzw z�J 0 oQ, N ��a O_ o"z ui n�a o zm 0 "per 2 O O U) a Q W W Aga a cc o a�L a�L W '^o, aQm N Mido 0 0 MCI LM OPP-, (01 9 0 LL :W _ e 0^ • g Cq O LLI Moo g,,- ' • i r`6,'r' •` Q ,. •� 0 I C:>LO Cn � O CO P-- CU 0 J Cfl C- .J ~ i C:) =3. o (n N � CU C- F mwi�nG ��Illlllu� � u�rvium� I@IIIMIII�I�V BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: CHECKED.- COVER HECKED: COVER 5HEET 5HEET INDEX, GENERAL NOTES, 5YME3OL5 8 ABBREVIA O 6-RLEX LOT 126-131 AGNOA 7'-211 20'-011 16'-101, 8" 16'-10" q'-8" 161-1011 bit �Y. 201-011 1'-2" Ilk 34'-8" 3'-8" 6'-2" 10'-011 25_8•' 10'-011 6-2" 3'-8" 134'-8" 132-8" LOT 131 LOT 130 LOT 129C�� 1bXf,�,k, LOT 127 LOT 126 CL Ck xre► ..�.wim a - i owCE WILLOW L REDWOOD - 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" Slab Plan Fm UU O41 al 161 /8" = 1'-0" AT 2204 1/16" = 1'-0" AT IIxI1 Traditional v EI i eatn o CF �SzW O -M3 J N �<s U O OUZ A K�Q O Z <,o 0O¢ LLI w W g acc 0 000 <�4 W NUU � 5"x �o O O Lm 10 PqLm O L-d��- Z iW Eig. O Lmt® C= �► Lm c Oy O w 2 (1) 04 g 04 Lm C/) ~ ~ O O P O J C~V O M N CO uJ r�„ Lj— O OFMcu a A. 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: -- SLAB PLAN 6-PLEX LOT 126-131 A1 .1 B-6 LIL Q Q Q o 1z - - - - o I ^o Q 34'-8" 3'-8" 6'-2" 10'-011 25_8•' 10'-011 6-2" 3'-8" 134'-8" 132-8" LOT 131 LOT 130 LOT 129C�� 1bXf,�,k, LOT 127 LOT 126 CL Ck xre► ..�.wim a - i owCE WILLOW L REDWOOD - 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" Slab Plan Fm UU O41 al 161 /8" = 1'-0" AT 2204 1/16" = 1'-0" AT IIxI1 Traditional v EI i eatn o CF �SzW O -M3 J N �<s U O OUZ A K�Q O Z <,o 0O¢ LLI w W g acc 0 000 <�4 W NUU � 5"x �o O O Lm 10 PqLm O L-d��- Z iW Eig. O Lmt® C= �► Lm c Oy O w 2 (1) 04 g 04 Lm C/) ~ ~ O O P O J C~V O M N CO uJ r�„ Lj— O OFMcu a A. 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: -- SLAB PLAN 6-PLEX LOT 126-131 A1 .1 B-6 GOMMONWALL 22'-4'1 1 151-211 1'-211 G 5'-101 111-411 I AIC PAD - 51ZE d LOCATION V.IF. I - -------- ------------------- II I = III I � II I I i 8.1 III 1 11 II � III i II I III I II I Ii I ii 0 II O I Iii ii cn = RANGE -1 ------ O I II I * 0'-O" O O II II I II Iii PED. i -9.'-5 1/2" it [r4/2" 21-111 14'-1011 211 I - I� I m I I I II I I ~O +01-011 � O tY cq I � N I 1 I 1' I I II I II I I I II II I I I i 0'-0 ° 5LAB GUT OUT I�I 16'-011 2'-211 221-411 C?- GOMMONWALL Slab Pian- o 2' 4' 8' 1/4" = 1'-0" AT 2204 /8" = 1'-0" AT IIxl1 Traditional Elevation- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF G0N5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PE( 5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRU6TURAL. B. TYPICAL FRAME FRAME FLOOR�ON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 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 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN510N OF 24" IN HEI6HT AND 20" IN WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. G. 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 OTHERWI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLANS 5HALL BE BY OTHER5. SEE 5TRUGTURAL FOUNDATION AND FRAMING PLANS FOR 5TEEL COLUMN, 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TDP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOW5 SHALL COMPLY WITH 60VERNIN6 FIRE ILDIN6 GODE5. MAXIMUM 51LL HEIGHT OF WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. GLEAR DIMEN51ON5 OF HELL 5HALL BE 36"06" MINIMUM W/ LADDER AT E6RE55 WINDOW5. 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. N\A 12. NSA 13. OPTIONAL 5 WIRE 5HELF LINEN 14, OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY I6. 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 AGGE551BLE 5PAGE UNDER 5TAIR5. wZw o =Zw o<S N 121, rn 0 oU5a o z 0 m� "per C/i a W w Aga QN = 6 qN W _ � 5$s Mida,a � O O 2 0 PRO" E O Q'.' -r w 0 FQ„ ®: - ' I111 Ie ce * cz N a O O 04 04 Lm C) � O O 1 CU O J CNJ CCN fl CU J O C� CIS s= U O (Z mxuwioi BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Uj Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- ® 5LAB PLAN TRADITIONAL ELEVATION WILLOW - R16HT Lot 126 Uj Willow - Plan 2059 RExjjSj0N3m.A1AUWmR III II I I - O I I I Ln III I C) IWL II III II I i I *-01-5 1/211 I1 I II I I L J L----- ..— III - O' -O" Iii r O 3 1/2" CONCRETE 5LAB (PER m 5TRUCTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN COMPACTED I I SOIL. BUILDER TO PROVIDE TERMITIGIDE TREATMENT TO 36" MIN. III II II ABOVE FIN15H FLOOR I I II II II III 01-O" I II n II '— I -O'- 1/2" - II Iii i i $ 0'_01. / <r SLOPE 1/8" ---------- I PERF OT III II I QJ/2 21-611 21 611 10'_ 2..----� 4.. o 1 PROVIDE LINE ']' o - ° �— 0 0 0 FOR IGEMAKER II I I EO]ID Iii G' ii II II DW SINK W/ D15P. REF. ii 0 II O I Iii ii cn = RANGE -1 ------ O I II I * 0'-O" O O II II I II Iii PED. i -9.'-5 1/2" it [r4/2" 21-111 14'-1011 211 I - I� I m I I I II I I ~O +01-011 � O tY cq I � N I 1 I 1' I I II I II I I I II II I I I i 0'-0 ° 5LAB GUT OUT I�I 16'-011 2'-211 221-411 C?- GOMMONWALL Slab Pian- o 2' 4' 8' 1/4" = 1'-0" AT 2204 /8" = 1'-0" AT IIxl1 Traditional Elevation- TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF G0N5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PE( 5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRU6TURAL. B. TYPICAL FRAME FRAME FLOOR�ON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOW5: A. ALL WINDOW5 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 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN510N OF 24" IN HEI6HT AND 20" IN WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. G. 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 OTHERWI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLANS 5HALL BE BY OTHER5. SEE 5TRUGTURAL FOUNDATION AND FRAMING PLANS FOR 5TEEL COLUMN, 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TDP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOW5 SHALL COMPLY WITH 60VERNIN6 FIRE ILDIN6 GODE5. MAXIMUM 51LL HEIGHT OF WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. GLEAR DIMEN51ON5 OF HELL 5HALL BE 36"06" MINIMUM W/ LADDER AT E6RE55 WINDOW5. 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. N\A 12. NSA 13. OPTIONAL 5 WIRE 5HELF LINEN 14, OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY I6. 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 AGGE551BLE 5PAGE UNDER 5TAIR5. wZw o =Zw o<S N 121, rn 0 oU5a o z 0 m� "per C/i a W w Aga QN = 6 qN W _ � 5$s Mida,a � O O 2 0 PRO" E O Q'.' -r w 0 FQ„ ®: - ' I111 Ie ce * cz N a O O 04 04 Lm C) � O O 1 CU O J CNJ CCN fl CU J O C� CIS s= U O (Z mxuwioi BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Uj Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: -- ® 5LAB PLAN TRADITIONAL ELEVATION WILLOW - R16HT Lot 126 Uj Willow - Plan 2059 RExjjSj0N3m.A1AUWmR _ _ - TYPICAL CONSTRUCTION ASSEMBLIES: GOMMONwALL I 22'-0" GOMMONWALL I A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE 4" I6' -I0" 4'-10" VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION: A/C PAD - 51ZE 4 FIN15H FLOORIN6 ON 3/4" TONGUE 4 6ROOVE LOCATION V.IF. FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL ORAWIN65. `T G. 5LAB ON GRADE FLOOR 6ON5TRUG710N: MONOLITHIC CONCRETE 5LAB OVER VAPOR Z<� BARRIER. REFER TO 5TRUGTURAL c D04 4Q EN6INEERIN6 DRAWIN65, TYP. cn� � a VWINDOW5: A. ALL WINDOW5.5HALL COMPLY WITH c c/) I I MINIMUM 5TANDARD5 OUTLINED INp w t APPLICABLE RE5. GHE6K5. U)��o U' -0'-3 1/2" I I I B. WINDOW SUPPLIER TO VERIFY AT LEAST w >LU �< ONE WINDOW IN ALL BEDROOMS TO HAVE A cc00 ^+�N I _ , CLEAR E6RE55 OPENING OF 5.150. FT. o ------------------------------------� L---L_c=ccc_-, II WITH MIN. DIMEN510N OF 24" IN HEIGHT AND W a°a +01-011 20" IN WIDTH; SILL HEIGHT NOT 6REATERow THAN 44" ABOVE FLOOR. N - M F- LS Iii i i I G. TYPICAL WINDOW HEAD HE16HT: 6-0" A.F.F ® q'-4" PLATE HEIGHT N.N.O.) 1'-0" A.F.F ® 6-1" PLATE HEIGHT (U.N.0) Iii i i I E. ELECTRICAL: "o ALL ELECTRICAL AND MECHANICAL (D EQUIPMENT 4 METER5 ARE 5U5JEGT TO I I I I RELOCATION DUE TO FIELD GONDITION5; III n i i I CONTRACTOR TO VERIFY. II 1/2" CONCRETE 5LAB (PER I i i i F. HVAC: I I5TRUGTURAL) OVER -MIL. VAPOR PROVIDE BACK DRAFT DAMPER5 ® DRYER 6 ic ARRIER OVER GLEAN COMPACTED I r -----� 1VENT, HOOD VENT, 4 EXHAUST FANS. O III IL. BUILDER TO PROVIDE III G. GEMENTITIOU5 FINISH RMITIGIDE TREATMENT TO 36" MIN. I I i i INSTALL PER LOCAL CODE. BOVE FIN15H FLOOR i i I I H. DIMENSIONS ARE TO THE FACE OF STUD, 40 U.N.O. Iii I I i i I L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF N ' --- i I I GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. N i i M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 Iiii i i i I UNLE55 OTHERWISE NOTED. I I0-011 > {- FOUNDATION NOTES L II II N II II II II ii II II iI II II O L STRUCTURAL FOUNDATION PLANS SHALL BE I BY OTHER5. 5EE 5TRUGTURAL FOUNDATION -----� i AND FRAMING PLANS FOR STEEL COLUMN, it III STEEL BEAM, WOOD P05T 51ZE5, AND Iii 3 i i DIMEN51ON5. 3 /4 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. ,►,,, t� 8 -2 2'-6" 3. EMER6ENGY E6RE55: WINDOWS SHALL `�`�� G;,..�..;y�•3� ,'��i I COMPLY WITH GOVERNING FIRE 4 BUILDING �.�Q� 00 ••.y®fit �� OVIDE LINE I I = `'c." W ® d• = FOR IGEMAKER i i W� DOW SHA L NOT BE ORE 44z OF E6RE55 h O • Z N -•,J - ii y i I Q i i O A.F.F. 's � �• IW '�' T F� o 4. WINDOW WELL A5 5PEGIFIED BY BUILDER.r" ® Q Or �= CLEAR DIMEN51ON5 OF WELL SHALL BE :. • III / I I ✓ i ••••• ••�CjGJ ``�. I I REF. III 36"x36 MINIMUM W/ LADDER AT EGRESS '4_4.••.•••• l II X I OO i i 5. DROP TOP OF FOUNDATION AT PORCH s pF►�� DW SINK W/ 015P. i i 1 STOOP. c�-- -- i 6. LINE OF STOOP ABOVLINE OF FRAMINC7 E ■ a? I 8, HANDRAIL A2 i i l q. NSA epi RANGE i i 10. NSA O O I I I 11. NSA li~ isi i� iil O 12. NSA 0 M �. 13. OPTIONAL 5 WIRE SHELF LINEN "A a ----- -_— -- ----- L_ -__----_I i 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER' SPEC, ll'-2,V2"51V2I 15. OPTIONAL VANITY N I I I 16. FLOOR DRAIN N L c ' ; 17. BEAM POCKET rr.. IS. LINE OF SLAB ABOVE. � C/) ti r►- Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON O WALLS, UNDER 5TAIR 5URFAGE, AND ON a U _01 01-51/2" i 5OFFIT5 OF ENGL05ED A66E551BLE 5PAGE O J N UNDER 5TAIR5. M � = S I .0 ILL cccz II LO� O I'-Sy4" I'-II3/4�' O it I I L - +0--0-- '4)/," I , I - - '-3 1/2" I O 0 cm H W. . I *01 _ I I p � I I NIupI�� I — I IIPIIIRIPR NIIItll6� N — I @PIIIVRhINIR uRtl9V9¢ 5LAB UT OUT +0'-0" I I I BSB O II m DESIGN www.bsbdesign.com 100 Main St. Suite 209 2'-2" 8'-0" 2'-2" uj Safety Harbor, Florida 34695 813 265 4808 I2'-4" cn JOB NO: 02J14020 PROJ MGR: JF 11 1 IDRAWN: ST CHECKED: 22.0. 5;1h ap an 6= I GOMMONWALL D 2 4 8 I/4" _ I' -O" A7 22x34 GOMMONWALL Traditional Elevation a�. A1.1R-0 REVISIONU LLJ 5LAB PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT Lot 127 Redwood - Plan 1943 Y_ GOMMONWALL 22'-0" 't COMMONWALL 4'-10" I6'-10" 4" AIG PAD - 51ZE 4 LOCATION V.IF. I �r-------- II II II -0'-3 1/211 til 11 II L II I-------- l i ------------------------------------- *01_011 I I II iI 4'-10" I II III II II II II II II II III II 11 II = II N I i 1 3 1/2" GONGRETE SLAB (PER N 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED I SOIL. BUILDER TO PROVIDE th I j TERMITIGIDE TREATMENT TO 36" MIN. i I III ABOVE FIN15H FLOOR O II N 11 II II II II II I I II II II II I I I $ o' -o" I II II III III II II II II III III 33 q' - q _�2 I �4 834 2'-6" I If II II PROVIDE LINE I IFOR IGEMAKE REF.000 51NK W/ D15P. DW Q i I, Q 2 ii I 7molo Iii I i1 ii RANGE II I O O II it II 11 11 III I� II II P D. III II it O O II u it I_ --- _-_-- ----- I I I I 'I WY_j11 2 2'-3"5'-10" I =N I 11 n 11 l i -O 5 1/2" i i i 1 I N O' ° I I I I I II II II , I II ONG. III I I II I II - II I I n II 1-01 II' -8" r----- 8'-1' U 2'-3�' � II O ry j CV 11 N �L' I III I I II I I II I I II =N I 11 II N I II III III I I 01-01 I' O' -O" -_.---------------- W4 -----.----- --- L I 5LAB GUT OUT _ ~pp + -0'-3 1/2"O O _ tL Q I m I 8" I 2'-0" 8'-O" 2'-4" 8' -IO" 2" 4 0 I I'-10" 10'-2" 22'-0" I I I �k GOMMONWALL 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 CON5TRUGTION- FINISH FLOORING ON 3/4" TONGUE 8 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEI6HT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT T -O" A.F.F 0 64' PLATE HE16HT E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDI710N5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 8 EXHAUST FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE PAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED, M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE BY OTHER5. SEE 5TRUGTURAL FOUNDATION AND FRAMING PLANS, FOR 5TEEL COLUMN, 5TEEL BEAM, WOOD P05T 51ZE5, AND DIMEN5101i 2. DROP TOP OF FOUNDATION AT GARAGE DOOR. 3. EMER6ENGY E6RE55: WINDOWS 5HALL COMPLY WITH 60VERNIN6 FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF E61RE55 WINDOW 5HALL NOT BE 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER, CLEAR DIMENSIONS OF WELL 5HALL BE 36 x36 MINIMUM W/ LADDER AT E6RE55 WINDOW5. 5. DROP TOP OF FOUNDATION AT PORCH 5TOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. 8. HANDRAIL q. NSA 10. NSA 11. NSA 12. NSA 13. OPTIONAL 5 WIRE 5HELF LINEN 14. OPTIONAL WIRE 5HELVIN6 PER BUILDER 5PEG. 15. OPTIONAL VANITY 16. FLOOR DRAIN 17. BEAM POCKET I8. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. I/2" 6YP5UM BOARD ON WALLS, UNDER 5TAIR 5URFAGE, AND ON 5OFFIT5 OF ENGL05ED AGGE551BLE 5PAGE UNDER 57AIR5. �11111111111111!m Uj cn C1 an F- I� O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl7 cL COMMONWALL Traditional E w CL —100% T31a" 1510% er � WiW o o<S N V 0 o' a�Z12Q z �[ w iyi7 �m� Op< F W �_ Z '^ U Q v! Q W wg a a~' o�' az 'R W zzn- aa� w N - " wog � Le 0 0 Lma ma %NI E amo FM LL ?W p A% �+ i l.:i r. ® p�1Y " N•• � uric , i r: < 0 C is V� ,b, .,, �+'"�►• '��P� to �C .• ��. ie L'> rte. z 0 N Lm LOr`' r O O OC6 i J CN � — M N O ca J O r 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 128 Birch - Plan 1832 A1.1 UBmL 4 III T�- � Ii � I II (I I� I II 'I �r r li I c l III i I L II II II II II II II II II II i I1 II II II II II 1 II II II II II II I II II II II I. Ct GOMMONNALL iI II 1 II II II II II II ! �I I UU S ab Plan Fm O 2' 4' 8' I 1/4" = 1'-0" AT 22x34 1/8" = 1'-O" AT IIxl7 Ct GOMMONNALL Traditional E wKcVISION 01. 6. GEMENTITIOU5 FIN15H 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 5TU05 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLANS SHALL BE BY OTHER5. 5EE STRUCTURAL FOUNDATION AND FRAMING PLAN5 FOR 5TEEL COLUMN, STEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOW5 SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF E6RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL SHALL BE 36"06" MINIMUM IN LADDER AT EGRESS WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 7. LINE OF STOOP ABOVE. 8. HANDRAIL q. NVQ 10. NSA 11. NSA 12. NSA 13, OPTIONAL 5 WIRE 5HELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY I6. FLOOR DRAIN 17. BEAM POCKET I8. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON NALL5, UNDER STAIR SURFACE, AND ON 5OFFIT5 OF ENGL05ED AGGE551BLE 5PAGE UNDER 5TAIR5. W2N w r Zaio �__ oa> N oma 0) = R oo O w Q LO ao o z rm= amc� 0 o@= a 2 wW � "�a Q LU oN 1W , 0 0' .✓ g <a 10 caa N - XOF 0 c O 0!1 �E �� .�` � S�•i•W e � oee •,� 's ® 6,e e J O V 0 VCJ e •o•••eeeo••••• L cel 0 z N� N ;C CN Lm C/) ~ ~ 1 II` O LO O 0cc � N 04O = M to C� -C--CU J ~ O co C6 � LO LO Ca O Will 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 - R16HT Lot 129 Birch - Plan 1832 Al.1B= .1UB=R TYPICAL CONSTRUCTION C ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF Ct GOMMONNALL 22'-0" GOMMONWALL 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. " 16'-I0" 4'-10" B. TYPICAL FRAME FLOOR GON5TRUCTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON 5TRUGTURAL, A/C I:AD - 51ZE 4 DRAWIN65. LOCATION V.IF. G. 5LAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. ----------- NINDOW5. i A. ALL NINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN - I— APPLICABLE RE5. GHEGK5. o o i i I B. WINDOW SUPPLIER TO VERIFY AT LEAST ( ONE WINDOW IN ALL BEDROOM5 TO HAVE A cY CLEAR E6RE55 OPENIN6 OF 5.150. FT. I `n -0'-3 I/2" i I WITH MIN. DIMEN510N OF 24" IN HEIGHT AND I 20" IN WIDTH; 51LL HEIGHT NOT GREATER �- ---------� i( THAN 44" ABOVE FLOOR. ---------------------------------- - -------- i I G. TYPICAL WINDOW HEAD HEIGHT: i I+01 -011I it S'-0" A.F.F ®q'-4" PLATE HEIGHT (U.N.0) i I7'-2" 4'-10" i 7'-0" A.F.F ® 8'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: Iii I I ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; I I CONTRACTOR TO VERIFY. Iii i I F. HVAG: III I I PROVIDE BACK DRAFT DAMPERS ® DRYER VENT HOOD VENT 8 FxHAUI;T FANS 4 III T�- � Ii � I II (I I� I II 'I �r r li I c l III i I L II II II II II II II II II II i I1 II II II II II 1 II II II II II II I II II II II I. Ct GOMMONNALL iI II 1 II II II II II II ! �I I UU S ab Plan Fm O 2' 4' 8' I 1/4" = 1'-0" AT 22x34 1/8" = 1'-O" AT IIxl7 Ct GOMMONNALL Traditional E wKcVISION 01. 6. GEMENTITIOU5 FIN15H 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 5TU05 UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLANS SHALL BE BY OTHER5. 5EE STRUCTURAL FOUNDATION AND FRAMING PLAN5 FOR 5TEEL COLUMN, STEEL BEAM, WOOD P05T 51ZE5, AND DIMEN51ON5. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOW5 SHALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF E6RE55 WINDOW SHALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL SHALL BE 36"06" MINIMUM IN LADDER AT EGRESS WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 7. LINE OF STOOP ABOVE. 8. HANDRAIL q. NVQ 10. NSA 11. NSA 12. NSA 13, OPTIONAL 5 WIRE 5HELF LINEN 14. OPTIONAL WIRE SHELVING PER BUILDER 5PEG. 15. OPTIONAL VANITY I6. FLOOR DRAIN 17. BEAM POCKET I8. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN. 1/2" GYPSUM BOARD ON NALL5, UNDER STAIR SURFACE, AND ON 5OFFIT5 OF ENGL05ED AGGE551BLE 5PAGE UNDER 5TAIR5. W2N w r Zaio �__ oa> N oma 0) = R oo O w Q LO ao o z rm= amc� 0 o@= a 2 wW � "�a Q LU oN 1W , 0 0' .✓ g <a 10 caa N - XOF 0 c O 0!1 �E �� .�` � S�•i•W e � oee •,� 's ® 6,e e J O V 0 VCJ e •o•••eeeo••••• L cel 0 z N� N ;C CN Lm C/) ~ ~ 1 II` O LO O 0cc � N 04O = M to C� -C--CU J ~ O co C6 � LO LO Ca O Will 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 - R16HT Lot 129 Birch - Plan 1832 Al.1B= .1UB=R %GOMMONPqALL 22'-0" GOMMONWALL 4'-10" I6'-10" 4.111 I A/G PAD - 51ZE 4 LOCATION V.IF. I � 1 r--------- I I �I II III - I ii C) �o 0 tY I I I � II �n I I �-031/2 I I I I Iii 1 L-------------- ---------- I1 I.o'-o° ------ .I III �� III I 3 1/2" CONCRETE 5LAB (PER 5TRUCTURAQ OVER 6 -MIL. VAPOR I 1 �------- -1 I BARRIER OVER GLEAN COMPACTED I I 501L. BUILDER TO PROVIDE 1 I TERMITICIDE TREATMENT TO 36" MIN. i I i i ABOVE FIN15H FLOOR III � ii � iil ' I L---, ' I I N i I CV II II II III II *01-011 III II II II II II II II II II II II II ,I I I I 111 L-----� I II II �L----- iI II III i it II II �13 3�4� ------ 10'-834 21-6911 _2 II 1 II PROVIDE LIN FOR IGEMAK R Q ii REF. 000 _x SINK N/ D15P. ON I I I ( II 11 1j _ = I I II II � ii it I A i 11 Iii RANGE li �� II II II O O II III II O O III R11 L------ ------ --- ---------jrI I II III 2 I 1'- 2, VY 11'-10" 1'-10" 1 I 61_811-------------- I I 1 L_ C = = II I� 7 II II I it N I i II II I _ II II II � I III Q A I 1% 11'-113 4" 2'-` 1 + p'-0" I , , IF 1 I I 2z, 0'-0" I i w O , 1---wG-- cY m _tl 11- I 0'-0° 5LAB CUT OUT Q_ Ij O 2'-2" V'-0" 2'-211 121-4113 _a 1 22'-0" 1 C?- GOMMONHALL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON51RUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL HINDON5 SHALL 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 OPENIN6 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) 7'-O° A.F.F ® 5'-1" PLATE HEIGHT N.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 4 EXHAUST FAN5. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERNI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE611REE5 UNLE55 OTHERN15E NOTED. FOUNDATION NOTES I. 5TRUGTURAL FOUNDATION PLAN5 5HALL BE BY OTHER5. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLAN5 FOR 5TEEL COLUMN, STEEL BEAM, HOOD P05T 51ZE5, AND DIMENSIONS. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMERGENCY E6RE55: HINDOH5 5HALL COMPLY WITH GOVERNING FIRE 4 BUILDING GODE5. MAXIMUM SILL HEIGHT OF EGRE55 WINDOW 5HALL NOT BE MORE THAN 44" A.F.F. 4. WINDOW NELL A5 5PEGIFIED BY BUILDER. CLEAR DIMEN51ON5 OF WELL 5HALL BE 36"x36" MINIMUM N/ LADDER AT E6RE55 WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 7, LINE OF 5TOOP ABOVE. S. HANDRAIL q. NSA 10. NSA 11. NSA 12. NSA 13, OPTIONAL 5 WIRE SHELF LINEN 14, OPTIONAL HIRE 5HELVIN6 PER BUILDER SPEC. 15. OPTIONAL VANITY 16. FLOOR DRAIN 17. BEAM POCKET 16. LINE OF 5LAB ABOVE. Iq. PROVIDE MIN 1/2" GYPSUM BOARD ON NALL5, UNDER STAIR SURFACE, AND ON SOFFITS OF ENCL05ED AG6E551BLE 5PAGE UNDER 5TAIR5. cn Slah P6m I O 21 41 8 1/4" = 1'-0" AT 2204 1/5" = 1'-0" AT IIxl7 GOMMONWALL Traditional Elevation - cc UU REVISIONa- 0) z Xw< Ili I a O N z o aN 0 O W W Is < " W Z gagv� 4� N a ica0 im ov >%E 0 IUU11 SIN rr it `Q��W © LL0 W • •.Vi h • N LU --• C et�C F.. 0 g 000� tlI��ti ■ � �� cep c`� cm ® ;f Z O v O N .QD 04 LmC/) O LO O 0 ca P J — M C.0 a J r" L.L. O O r � � 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 REDWOOD - LEFT Lot 130 Redwood - Plan 1943 A1.1 URmL I COMMONWALL 221-411 15'-2" A/C PAD - 51ZE LOCATION V.IF. rj------------------------------------- J i II I II II m I I II I O I II I II II I II I II I II I II u- +-01- 1/2" II I II I II L J1 I ------- 0'-0" = I m II 3 1/2" CONCRETE 5LAB (PER r I 5TRUGTURAL) OVER 6 -MIL. VAPOR BARRIER OVER GLEAN GOMPAGTED i 501L. BUILDER TO PROVIDE TERMITIGIDE TREATMENT TO 36" MIN. i ABOVE FIN15H FLOOR II II I II I II I II I II I II I II *01-011 fl I I I II II J II II II -0'- 1/2° I I I I II 11 n ii II PE FOOT I L-------- ' I I r-------- , I I II II I II it 41----� IO'_ Y 2'-6" PROVIDE LINE---__x�o 0 0��-�- - FOR ICEMAKER --77 - 00 ,X,N�; REF. 51NK W/ 015P. DW G' 0 I i = II II =Nm II I I II I------ RANGE i P-0] II W.H. I' O O O'-0" (V n II I II - '-5 1/2" 0 i PED. N L_ _ J i I'-3" 14'-10" 2'-1" I'4/2" I I I I I I I I I I 0'-0" o Q I o C) - N dz) TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HINi OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORINC7 ON 3/4" TON6UE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J0I5T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: 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. DIMEN51ON OF 24 IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. C. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 64' PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER' VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH 1N5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TU05 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHERWI5E NOTED. - FOUNDATION NOTES 1. 5TRUGT1JRAL FOUNDATION PLANS SHALL BE BY OTHER5. 5EE 5TRUGTURAL FOUNDATION AND FRAMING PLANS FOR STEEL COLUMN, 5TEEL BEAM, WOOD P05T 5IZE5, AND DIMENSION5. 2. DROP TOP OF FOUNDATION AT 6ARA6E DOOR. 3. EMER6ENGY E6RE55: WINDOWS 5HALL COMPLY WITH 6OVERNIN6 FIRE S BUILDING GODE5. MAXIMUM SILL ` EGRESS WINDOW SHALL NOT BE MORE TH " A.F.F. 4. WINDOW WELL A5 5PEGIFIED BY BUILDER. CLEAR DIMENSIONS OF WELL 5HALL BE 36"06" MINIMUM W/ LADDER AT E6RE55 WINDOWS. 5. DROP TOP OF FOUNDATION AT PORCH STOOP. 6. LINE OF FRAMING ABOVE. 1. LINE OF STOOP ABOVE. 5. HANDRAIL 9. NSA 10. NSA 11. NSA 12. NSA 13. OPTIONAL 5 WIRE 5HELF 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. I/2" 6YP5UM BOARD ON WALL5, UNDER 5TAIR 5URFAGE, AND ON 5OFFIT5 OF ENCL05ED AGOE551BLE 5PAGE UNDER 5TAIR5. j I I I I I I I I I I I 5LA5 GUT OUT I I Fm 2'-2" I6'-0" 4'-2" Uj 22'-4" cn ;p S ab Plan GOMMONWALL � O 2' 4' 8' CL 1/4" = I' -O" AT 22x34 /8" = 1'-0" AT IIxl1 Traditional Elevation- UU REVISION cL � wZW Q =~� Z_ o¢> N 0 0 0�� W) a o zm� 0 Zp�JJ BUJ cb Li > F w Wsa D ��N W zoo 50m V% aa� N - of 19 0 ic 0 0 Alm Woil 0 Fm 1 • Qo y %0 Q t "^- " W • - W ®*Q c 0 see Si ce z N � ti Lm Imo- 1`, O O c ti rn' 0 J M cd - J LL O CU cn _ = IT - m 8- U.N. wwwu� , uuRumm 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 WILLOW - LEFT Lot 131 Willow - Plan 2059 Al .1 UWmL cI, 6, r. WILLOW - L ELEVATION = +0'-0" REDWOOD - L ELEVATION = +0'-0" BIRCH - Al - R BIRCH A - L ELEVATION = +0'-0" ELEVATION = +0'-0" Main Floor Pian- o 4' S' 16' 1/8" = 1'-0" AT 2204 1/16" = 1'-0" AT UP REDWOOD - R ELEVATION = +0'-0" WILLOW - R ELEVATION = +0'-0" Traditional Elevation � Fm Uj U)w SION CL A2.1 B-6 " 4) 111111r'%0 0 110 Lm ,��i�uru�rrrrr sxs� 4Q"•s 0 u. •t 1 .ev, h O _• yy. ® • W Xi� V q • rr�rr�a�a tip O ® � z � � C) N � CN Cid ~ ~ O O 0 � J N O M tNfl CU J ~ L.L. p z) cu� Cz)C r _ L0 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: -- MAIN FLOOR PLAN 6-PLEX LOT 126-131 O =z� N Pas � Uma 0 ON z am z o W > Cc z LU a a 0~0 a °C o -N 0 a95o W W Z" w aQv�SS N X09 " 4) 111111r'%0 0 110 Lm ,��i�uru�rrrrr sxs� 4Q"•s 0 u. •t 1 .ev, h O _• yy. ® • W Xi� V q • rr�rr�a�a tip O ® � z � � C) N � CN Cid ~ ~ O O 0 � J N O M tNfl CU J ~ L.L. p z) cu� Cz)C r _ L0 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: -- MAIN FLOOR PLAN 6-PLEX LOT 126-131 221-411 GOMMONWALL TYPICAL CONSTRUCTION 2" 22'-2" 23'-4" ASSEMBLIES: 2.. 15'-O" _2 22'-2" 1'-0" A. TYPIGAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE 6'-8" 15'-6" VARIES, PER GOMMUNITY 5PE( 5) OVER ROOF 3'-5" 3'-8" 3'-8" 4'-3" 5'-10" 1'-4" 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. 3'-Oy2 4'-7" 4'-by2 3'-4" B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORINC7 ON 3/4" TONGUE $ GROOVE iA3 FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL 5H 26 5H 26 5H 26 I 3050 5H 3050 5H 3050 5H DRAWIN65. LLHill G. SLAB ON GRADE FLOOR GON5TRUGTION: d i MONOLITHIC, CONCRETE SLAB OVER VAPOR a: Z< - - 31 - BARRIER. REFER TO STRUCTURAL 04 o o a s 8" - FREE S' -O" GL6. ENGINEERING DRAWIN65, TYP. �5o SLIDE i 2'-01 I - - - q'-0" GL6. - - - - - WINDOWS: awa i 5HELVE5 31 i TYP. I A. ALL WINDOW5 SHALL GOMPLY WITH o z �N= MINIMUM 5TANDARD5 OUTLINED IN p Lanai APPLICABLE RE5. GHEGK5. cnoo B. WINDOW 5UPPLIER TO VERIFY AT LEA5T w w Aga q'-4" GLC. I WIC I _ I = ONE WINDOW IN ALL BEDROOM5 TO HAVE A Q I_ i I N I N CLEAR EGRESS OPENING OF 5.150. FT. O Z�, a� m m 6-0" GL6. i m_ WITH MIN. DIMENSION OF 24" IN HEIGHT AND Wg zoo _ � 20" IN WIDTH; 51LL HEIGHT NOT GREATER N c� i I W oTHAN 44" ABOVE FLOOR. Owners Suite 5 G. TYPICAL WINDOW HEAD HEIGHT:Great q-OTRAY GLC. 6-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0)Room W 7'-0" A.F.F ® 64' PLATE HEIGHT (U.N.0) 6 -8 3 �1 6 2 3 -4 I 142 " q'-4" GL6. t " - " E. ELEGTRIGAL: (D 2468Ilk -,IT I fi cz ALL ELEGTRIGAL AND MEGHANIGAL ,l, N EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAC: O PROVIDE BAGK DRAFT DAMPERS @ DRYERic w VENT, HOOD VENT, C EXHAUST FAN5. O! 6. CEMENTITIOU5 FIN15H INSTALL PER LOGAL GODE. H. DIMENSIONS ARE TO THE FAGE'OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLESS OTHERN15E NOTED. ma M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 Opp UNLE55 OTHERWISE NOTED.ppppw FLOOR PLAN NOTES F THE FOLLOWING KEYNOTE5 REFERENGE THE O N 5YMBOL5 A5 5HOWN ON PLAN5: I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE w 5PAGED 5UGH THAT A 4" SPHERE GANNOT PA55 BETWEEN BALUSTERS. o``I1111111////� RAILIN6/HANDRAIL5 ARE TO BE AT A 34 ; ��, MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH ••°.••4J7 �� RETURNS PER LOGAL GODE. RAILING AT �•.• •••: y/ GUARDRAIL LOGATION5 T 42" MINIMU , QS.•w ® LL �.� A.F.F. OPT. RAILING.- SEE DOG. • K O • `'" GCRR-0125 ,: 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN e'y.v 0 Q Q; .: dZ POSITION. •d • d ry 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. '"is •••'•••....••°•••°S `'``` 4. SLOPE 6ARA6E FLOOR 1/8 PER FOOT i� IQ,, TOWARD OVERHEAD GARAGE DOOR OPENING. z _ 5. FIREPLAGE, A5 5PEGIFIED BY BUILDER, INSTALL -7 PER MANUFACTURERS 5PEGIFICATION5. ALLm q, 'r FAGTORY BUILT FIREPLAGE5 SHALL COMPLY. WITH LOGAL GODES,, ^t 6. 2X4 LOW WALL 30"A.F.F. c%s ,! 7. SINK W/ GARBAGE DI5PO5AL 8. 015HWA5HER q. RAN6E a 10. GOOK TOPC> II. OVEN CD �11: 12. REFRIGERATOR 5PAGE. CV 13. PANTRY - (5) 16" D. 5HELVE5 14. PEDESTAL SINK 15. 42" X 72" GARDEN TUB CD I` 16. TILED SHOWER W/ 6LA55 ENGL05URE, PER BUILDER SPEC.O t= � p 17. 42"x60" TUB Cc r--- 0. I8. 32" X 60" TUB/5HOWER M Iq. LINEN 5HELVE5 CO 20. WASHER 5PAGE � � j 0 21. DRYER, VENT m 23. PROVIDE NON-GOMBU5TIBLE PLATFORM cc C:) Qj ELEVATED IS ABOVE 6ARA6E FLOOR FOR N ELECTRIC WATER HEATER: `� LO 25. SHELVING PER BUILDER 5PEG5. 26. ATTIC, AGGE55 (22"02" U.N.0). 27. ATTIC, AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.0). 28. GYPSUM BOARD OPENING (5EE INTERIOR a O SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR 770 UPPER FLOOR 12g3 OTa_ 2063 GARAGE 455 PORCH q LANAI q3 OPTIONAL UPPER GABINET5. ora.. 26x3 ELEVATION5) kill , 2q. 6YP5UM BOARD ARCH (5EE INTERIOR ELEVATIONS) 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N:O.) W/ MDF GAP. 31. H�6HT5 8EFER ARGH�EGTURAI� DETAILST OR FOR III FIN15H. 32. PLANT 5HELF, SEE EXTERIOR ELEVATION5. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. D E S I G N m 34. 35. PORCH RAIL, 5EE ELEVATION. 36"06" CONCRETE STOOP. 36. 6x8 BEAM. In= www.bsbdesign.com 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 �'3q. Upper For 38. OPTIONAL GABINET5. Uj OPTIONAL COFFERED CEILING (A5 NOTED Safety Harbor, Florida 34695 8132654808 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 41. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 1/4" = 1'-0" AT 22x34 2X4 LOW WALL 42 A.F.F.-- " FM DRAWN:ST CHECKED:42. /S" = I' -O" AT IIxl7 43. 44. 2X6 LOW WALL 42" A.F.F. 36"H. OPEN WOOD RAILIN6. FLOOR PLAN TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL Nrt WILLOW - R16HT ON TITLE SHEET 4 DETAILS. 46. I8" X 36" X 2" ART NICHE Traditional Elevation 47. 4S. 4q. HORIZONTAL LAUNDRY CHUTE LOW WALL +42 A.F.F. GYPSUM BOARD ARCH ®8'-O" TO 6-6" W Lot 126 WiIIOW -Plan 2059 50. 51. LOW WALL 32 A.F.F. 30" A.F.F. GOUNTER W/ DIAGONAL 5UPPO T 4 u WALL GLEAT5, PER BUILDER 5PEG. All 52. 60"X60" GARDEN TUB VVI"11-ILAVI iLL L (.OMMONWAI I 4' I GOMMONWALL TYPICAL CONSTRUCTION GOMMONWALL i GOMMONwALL � ASSEMBLIES 22 -O A. TYPICAL ROOF GON5TRUGTION: 5HINCLE OR CONCRETE TILE ROOF (STYLE 2" 21'-8" 2" VARIES, PER COMMUNITY SPECS) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. A3 B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE i FLOOR 5HEATHIN6 ON FLOOR TRUSSES OR FLOOR JOISTS AS NOTED ON STRUCTURAL 41 41 DRANIN65. -----r- ------------------------- -- --- -� G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR 7- Zai BARRIER. REFER TO STRUCTURAL N o a S it EN6INEERIN6 DRAWINC5, TYP. rno o II 7'-3" I 51 3'-3° I'-IOy2" I2' -p2" ii o INW DONS: aha A. ALL WINDON5 SHALL COMPLY WITH o cram MINIMUM STANDARDS OUTLINED IN p o©� APPLICABLE RES. CHECKS. U5 2 FX B. WINDOW SUPPLIER TO VERIFY AT LEAST W w � w;< SH 3 5H P. ONE WINDOW IN ALL BEDROOMS TO HAVE A Q o CLEAR EGRESS OPENING OF 5.7 SQ. FT. Nv, , WITH MIN. DIMENSION OF 24 IN HEIGHT AND W gs= 20" IN WIDTH; SILL HE16HT NOT GREATER N w,cw 2'-0" - - I- 8'-0" GLC. - - - - - - - - - -I THAN 44" ABOVE FLOOR. N - LL o i TYP. i i I G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.O.) d 1'-0 A.F.F ® 64" PLATT= HE16HT (U.N.0) I = E. ELEGTRIGAL: i IALL ELEGTRIGAL AND MECHANICAL Owners Suite , EQUIPMENT 4 METERS ARE 5UBJE6T TO m q-O" TRAY GL6. m I z RELOCATION DUE TO FIELD GONDITION5; I O GONTRAGTOR TO VERIFY. d I d I 3 F. HVAC: PROVIDE BACK DRAFT DAMPERS 0 DRYER O VENT, HOOD VENT, 4 EXHAUST FANS. i I I 6. GEMENTITIOU5 FIN15H O 3f -II" 5'_2,1 /2" 2'-by2" 6'_O" I_ I INSTALL PER LOCAL CODE. N H. DIMENSIONS ARE TO THE FACE OF STUD, L - - -q'-O" GL6_- - J U.N.O. dl"I 8'-0" GLC. z ' i L. ALL EXTERIOR DIMENSIONS ARE TO FAGS OF d) GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES i i UNLE55 OTHERWISE NOTED. W.G. _ 5FLOOR PLAN NOTES: >%E ' ❑I 33 THE FOLLOWING KEYNOTES TES REFERENCE THEO iF_#1SYMBOLS AS SHOWN ON PLANS: in 6 -' 0 I. IF RAILING/ GUARDRAIL 15 PROVIDED, ALL i 2468 .,UR_ i RAILING / 6UARDRAIL BALUSTERS TO BE ME 4 ° I I ' SPACED SUCH THAT A 4" SPHERE GANNOT � La U n d r PA55 BETWEEN BALUSTERS. `�� 11 1 ��'� i I6 3OWnars N 8'-O" GL6. , RAILING/HANDRAILS ARE TO BE ATA 34 `�a�R� �� '0� =N "x6 � MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH �.•.�� RETURNS PER LOCAL G IN6 AT � ��V . �h LL °°��t% �� O i 8 t3 HVA DEGK 6UARDRAIL LOCATIONS TO BE AT M vs ^ O .. • ABCVE A.F.F. OPT. RAILING. -SEE DOCUMENT■� I w W d d GGRR-0125 L- I _ _ _ _ _ - � GPT. H 8 MR- 'N � 2 LINE OF OVERHEAD GARAGE DOOR IN OPEN 5' � Q 0:4 ...i O POSITION. vi w,. .` ----------- -------------- 11 3. (2010 FRG SECTION 311) FOR STAIR REQ. ' r�s� / .000.0* AV4 �� FREE i -' I 20 21 4. SLOPE CARA6E FLOOR 1/8" PER FOOT� SLIDE i = ❑ I - TOWARD OVERHEAD 6ARACE DOOR OPENING. SHELVE i ---- ' 5. FIREPLACE, A5 SPECIFIED BY BUILDER. INSTALL . 7 PER MANUFACTURERS SPECIFICATIONS. ALL LC- ALL;u ❑\ ( FACTORY BUILT FIREPLACES SHALL COMPLY k cep „ T- i 26 3 i WITH LOCAL CODESy i 8'-O" GL6. IS i 6. 2X4 LOW WALL 30"A.F.F.� ---_-- J N 7. SINK N/ GARBAGE DISPOSAL ',•.ty , ------------ Iq - I q. RANGE 25 N 8. DISHWASHER 25 25 0 10. GOOK TOP O ' N ---------------- - �? II. OVEN CD 2 _ f� 2" 3'-7" 2" N 12. REFRIGERATOR SPACE. N i 13. PANTRY - (5) I6" D. SHELVES � N 4068 BP I'-" 1= �214. PEDESTAL SINK ti 2668 246 5.IUR- 15. 42" X 72" GARDEN TUB I6. h TILED 5HOWER N/ 6LA55 ENCLOSURE, PER 3 GPT. H.5. 112 I BUILDER 5PEG, p ti '-0" GL6. 17. 42'x60" TUB O a 18. 32 X 60 TUB/5HOWER N N i Iq. LINEN SHELVES co i AV. AV. 20. WA5HER SPACE .0 LCL 1` Bedroom 2 ° ' ' ° o in I _N 21. DRYER, VENT _c- 5'-0" N , 8'-0" GL6. 25 N =N ------------ i N 23. PROVIDE NON-GOMBU5TIBLE PLATFORM cc � cc ELEVATED 18" ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. r'Co c- " 406 8 B�' " i q 6 2 -2 31_111 6 -5 25. 5HELVINC PER BUILDER 5PEG5. 26. ATTIG AGGE55 (22"02" U.N.0). N 3 21. ATTIC AGGE55 W/ STAIRS (22 1/2"x54" U.N.0). c� 28. CYP5UM BOARD OPENING (SEE INTERIOR , ELEVATION(;) 300 5H Bedroom 3 N I I i 41 - 8'-0" GL6. c L-�.------- .-J--------- _ r- r- 2 i -4- 2-3050 5H SQUARE FOOTAGES REDWOOD - PLAN 1943 - TRADITIONAL MAIN FLOOR 8q4 PPER FLOOR 103q OTAL 1cm GARAGE 24q PORCH 36 12 OTAI. 23?A 2q. 5 P CYP5UM BOARD ARCH (SEE INTERIOR ELEVATION5) m 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATIONS FOR '°'a HEIGHTS 4 ARCHITECTURAL DETAILS FOR FINISH. 32. PLANT SHELF, SEE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. 34. PORGH RAIL, SEE ELEVATION. D E S I G N 35 36" 36" CONCRETE A 36. 6x8 BEAM. www.bsbdesign.com 6'-0" Plan " � Floor37. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 ■ 4-11 4-7 38. OPTIONAL CABINETS. W Safety Harbor, Florida 346 95 pr 3q. OPTIONAL COFFERED CEILING (AS NOTED 8132654808M'n Floor 121-2�� PLAN) pper 40. LINE OF FRAMING ABOVE. 1 JOB NO: 02J14020 PROJ MGR: JF O 2' 4' 8' O 2 4 Q,1 41. LINE OF FRAMING WALL BELOW. -- 2" 1/4" = 1'-0" AT 22x34 2" 21'-8" 2" I/4" = I' -O" AT 22x34 42. 2X4 LOW WALL 42"A.F.F. DRAWN: ST CHECKED: 1/8" = 1'-0" AT IIxl7 I/8" = 1'-0" AT IIxl7 43. 2X6 LOW WALL 42" A.F.F. FLOOR PLAN 221-011 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL N2 REDWOOD - RIGHT ON TITLE SHEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE COMMONWALL GOMMONWALL "t COMMONNALL 47. HORIZONTAL LAUNDRY GHUTE Lot 127 4q. GYPS ML oBOARD ARCH ®8 O TO 6-6' WRedwood - Han 1943 Traditional En 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. COUNTER N/ DIAGONAL 5UPPO T 4 A2.1 WALL CLEATS, PER BUILDER SPEC. 52. 60"X60" 6ARDEN TUB TYPICAL CONSTRUCTION CL GOMMONWALL GOMMONWALL ASSEMBLIES: q COMMONWALL GOMMONWALL A. TYPIGAL ROOF GON5TRUCTION: 5HIN6LE OR GONGRETE TILE ROOF (5TYLE 22'-O" I I VARIE5 PER COMMUNITY 5PEG5) OVER ROOF 1211 211-811 211 0 0 1z ' 3y2 Main Floor Plan 2 i 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 �- GOMMONWALL J i GOMMONWALL 21'-8" 22'-0" SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR 0ON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 8 GROOVE i FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC, CONCRETE SLAB OVER VAPOR d gZ" BARRIER. REFER TO STRUCTURAL = o _� ENGINEERING DRAWINGS, TYP. ago i WINDOW5: � ppp444 a wp a A. ALL WINDOWS 5HALL GOMPLY WITH o U) MINIMUM 5TANDARD5 OUTLINED IN p APPLICABLE RE5. GHECK5. 55 boa B. WINDOW SUPPLIER TO VERIFY AT LEA5T H w Z i ONE WINDOW IN ALL BEDROOMS TO HAVE A Q d01 o GLEAR E6RE55 OPENING OF 5.7 50. FT. 0 i WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND w s�= 20" IN WIDTH; SILL HEIGHT NOT 6REATER N aww THAN 44" ABOVE FLOOR. N - 0o G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ® 8'-I" PLATE HEIGHT (U.N.0) w E. ELEGTRICAL: W"41111601 i ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT d METER5 ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; mm CONTRACTOR TO VERIFY. O i =N F. HVAC: PROVIDE BAGK DRAFT DAMPER5 0 DRYERic m VENT, HOOD VENT, 8 EXHAUST FANS. 6 O10 i . GEMENTITIOU5 FINISH INSTALL PER LOGAL GODS Ica H. DIMEN51ON5 ARE TO THE FACE OF STUD, 1.w I U.N.O. I i L. ALL EXTERIOR DIMENSIONS ARE TO FAGE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. 10 M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 i UNLE55 OTHERWISE NOTED. 5NE R PLAN NOTES.00 FL, THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS A5 SHOWN ON PLANS: F#1N 1. IF RAILING / GUARDRAIL 15 PROVIDED, ALL i RAILING / GUARDRAIL BALU5TER5 TO BE SPACED 51JGH THAT A 4" 5PHERE CANNOT `0%%1 PA55 BETWEEN BALUSTERS.' �I r �•T�Vj% ♦♦♦moi RAILIN6/HANDRAIL5 ARE TO BE AT A 34" W•.• •. �j�'s,, i MINIMUM TO 38" MAXIMUM HE16HT A.F.F., WITH a; siu O1L 6•�00 RETURNS PER LOCAL CODE. RAILING AT ' _ Z N 0 0% GUARDRAIL LOGATION5 TO MUM = W 1 .. A.F.F. OPT. RAILING. - SEE DOCUMENT �' • V F`" c'0 4 00 G6RR-0125, 6L :•. �: �V: 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN . '•, ••'�� o Q P051TION. ��♦�'I.....••'��,, ``��' 3. (2010 FRG 5EGTION 311) FOR STAIR REQ. e�� ►Q' `<` 4. 5LOPE 6ARA6E FLOOR 1/8" PER FOOT TOWARD OVERHEAD 6ARA6E DOOR OPENING. �Y 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. INSTALL `` PER MANUFAGTURER5 5PEGIFIGATION5. ALL 0 �" FACTORY BUILT FIREPLAGE5 5HALL GOMPLY Se rw�� WITH LOCAL GODES c�'.'a' i 6. 2X4 LOW WALL 30"A.F.F. Z 1. SINK W/ 6ARBA6E 015PO5AL zA 8. D15HWA5HER :.. i q. RANGE O -no 10. GOOK TOP 11. OVEN N 12. REFRIGERATOR5PACE. z 13. PANTRY - (5) 16" D. SHELVES N 14. PEDE5TAL 51NK : 1%- 15. 42" X 12" 6ARDEN TUB (n -N I6. TILED SHOWER W/6LA55 ENGL05URE, PER 0 BUILDER 5PEG.n O N 11. 42' x60" TUB Q CU I'-- 18. 32 X 60 TUB/5HOWER _ lq. LINEN SHELVES M 0 20. WASHER SPACE „c- 21. DRYER, VENT MCI - 23. PROVIDE NON-GOMBU5TIBLE PLATFORMcc cu (D ELEVATED 18" ABOVE 6ARA6E FLOOR FOR .�.., ELEGTRIG WATER HEATER. CC� 25. SHELVING PER BUILDER 5PEG5. CL 26. ATTIC, AGGE55 (22"x32" U.N.O.). 21. ATTIC, AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.0). i 28. GYPSUM BOARD OPENING (5EE INTERIOR i i o r -- SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL 3 35. 36. 36"06" CONGRETE STOOP. 6x8 BEAM. 2q. 6YP5UM BOARD ARCH (5EE INTERIOR FM IMAIN441 = ELEVATIONS) OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 N _ ELEVATION5) 3 35. 36. 36"06" CONGRETE STOOP. 6x8 BEAM. 2q. 6YP5UM BOARD ARCH (5EE INTERIOR FM = ELEVATIONS) OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 38. 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U.N.0) Safety Harbor, Florida 34695 Upper Floor Pian 3q. OPTIONAL COFFERED CEILING (A5 NOTED PLAN) � 813 265 4808 W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR ouxmmi LINE OF FRAMIN6 ABOVE. HEI6HT5 4 ARGHITEGTURAL DETAILS FOR O 2' 4' 8' nNmm 32. FIN15H. PLANT 5HELF, 5EE EXTERIOR ELEVATION5. NO: 02J14020 PROJ MGR: JF 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW WALL WITH RAILING ABOVE. BSB 34 PORCH RAIL 5EE ELEVATION 43. D E S 16 N N _ 3 35. 36. 36"06" CONGRETE STOOP. 6x8 BEAM. www.bsbdesign.com FM 31. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 38. OPTIONAL CABINET5. UU Safety Harbor, Florida 34695 Upper Floor Pian 3q. OPTIONAL COFFERED CEILING (A5 NOTED PLAN) � 813 265 4808 y2 3' 40. LINE OF FRAMIN6 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: 1/4" = 1'-0" AT 22x34 I/8" = I' -O" AT IIxl7 43. 2X6 LOW WALL 42" A.F.F. � MAIN FLOOR PLAN 44. 36"H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTE5 5EE GENERALN� BIRGH - LEFT ON TITLE SHEET 4 DETAIL5. 46. IS" X 36" X 2" ART NICHE ■4`f. �k GOMMONWALLffi TrwiO n a I E I evat I O n 48. 4q. HORIZONTAL LAUNDRY CHUTE LOW WALL 42 A.F.F. 6YP5UM BOARD ARCH ® 8'-0" TO 8'-6" I Lot 128 Birch - Plan 1832 W 50. LOW WALL 32�" A.F.F. 51. 30" A.F.F. GOUNTER W/ DIA60NAL 5UPPO T 4 WALL GLEAT5, PER BUILDER 5PEG. A2.1 UB=L 52. 60"X60" GARDEN TUB REVISION . I .III Li 1_ TYPICAL CONSTRUCTION q GOMMONWALL GOMMONWALL ASSEMBLIES: 221_0 I �k GOMMONWALL GOMMONWALL A TYPH NICAL 6LE OR CON CRETSTILE ROOF (STYLE 22'-0" I VARIE5, PER COMMUNITY 5PE65) OVER ROOF 21'-8" 2' 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. 17'-O" 4'-g" 2" 21'-8" 2" B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE ff GROOVE 10'-6�2" II' -j1/2" FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWING5. G. SLAB ON GRADE FLOOR GON5TRUGTION: i i 41 MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL � ' Z J o¢> ----------------------------------- ENGINEERING DRAWINGS TYP. rn Wmo- - - - - - - '- - - - - - -- - - - Ir ---------r----------11 WINDOWS: 02Z 31 I I `n i I A. ALL WINDOWS 5HALL COMPLY WITH 1 Lanai N 2880 i i it MINIMUM 5TANDARD5 OUTLINED IN p 1 q'-4" GL6. LU 1 I i I o APPLICABLE RE5. GHEGK5. � CoQ o I 1 B. WINDOW SUPPLIER TO VERIFY AT LEA5T W w H < -' lY 3'-I I" 3'-4" 3 -3/2 3 -IOy2 3'-4" 3'-I I" 1 ONE WINDOW IN ALL BEDROOMS TO HAVE A Q o N 2-10 3-8 13-8 4-5 m 5 CLEAR EGRESS OPENING OF 5.7 SQ. FT. 0 <�4 I- I 1 WITH MIN. DIMENSION OF 24" IN HEIGHT AND "ate i 3050 5H 3050 H 3050 5H 30501 SH i 5H 26 50126:1 5H 26TEMP. da 20 IN WIDTH; SILL HEIGHT NOT GREATER N W THAN 44" ABOVE FLOOR. N < _ o G. TYPICAL WINDOW HEAD HEIGHT: i I i 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1 1 Bedroom E. ELECTRICAL:®8-I PLATE HEIGHT N.N.O.)d) " ALL ELECTRICAL AND MECHANICAL b' -O" GL6. EQUIPMENT It METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; =N O =N Bedroom 2i =N CONTRACTOR TO VERIFY. F . HVAC: O 8-O GL6. O PROVIDE BACK DRAFT DAMPERS ®DRYERic - VENT, HOOD VENT, 4 EXHAUST FANS. m m m 6. GEMENTITIOU5 FIN15H O IN5TALL PER LOCAL CODE. 3'-I01V2 H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, am i Iy U.N.O. i 1 L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF i _ GMU OR STUDS UNLE55 OTHERWISE NOTED. �' � i q -4 GL6. N I M. ALL ANGLED PARTITIONS ARE 45 DEGREES01 0 m I 3 Q 3 ' UNLESS OTHERWISE NOTED. r a" ry 4068 BP 4068 BP FLOOR PLAN NOTES: THE FOLLOWING KEYNOTES REFERENCE THE1 __-----�---- 2668 c� ------------- 1�' SYMBOLS AS SHOWN ON PLANS: O 1 N CV25 all N 25 I. IF RAILING / GUARDRAIL 15 PROVIDED, ALL 1 -i-- - 1- 2468 G RAILING / GUARDRAIL BALU5TER5 TO BE _ Bath 5PAGED 5UGH THAT A 4 5PHERE CANNOT i LOW WALL +34 I/2" � cPr. H.S. _ S.IUB- 8,- „ GL � PA55 BETWEEN BALUSTERS. �? COUNTERTOP 1 r�-N 1 L _ _ _ -- _-' m IS i RAILING/HANDRAIL5 ARE TO BE AT A 34" ; , * tr ' $ , , _ MINIMUM TO 38 MAXIMUM HEIGHT A.F.F., WITH •••••©J7 �� ---- 15� RIS-- 1 - _ ` ' - ' / RETURN5 PER LOCAL G RAILING AT , S Q�`� •° ./,, ' +36 12 O i s� G G. - AV. LAY. e •• .•• •. •Ws' 0 0 0 E._ H.S. GPT. . „ : �'•: Cafe - -- - 1 I O a W.G. GUARDRAIL LOCATIONS TO MINIMUM �. • oLL Cafe 8 IIII, \ / 7 =� S.IUB- �� i i A.F.F. OPT. RAILING. - SEE DOCUMENT .' Z N ® +� W-4" GL6. /X _� I i N 5.1 - 2 68 _W GGRR-0125 = u.r t FW Q l = 2. LINE OF OVERHEAD 6ARA6E DOOR IN OPEN :V 00;z - - -- � �� I 2T6y2 = O _ _� I = � :•!, © Fes- �/.• C5 0 3 -10 I I1 I -8 2 - - O p HVAC DEGK I6 0 P051TION. : 4;, %�2 3 -q 8 7 -0 y2 , r- i ❑ , Z C� QO I 1 - <r IN - ABOVE p.. - 36 4. SLOPE ARA6E 3. (2010 FRG 1FLOOR /8 311) RPER OOTa ''�� ••,� >'`�` � G Kitchen -N - - - = O TOWARD OVERHEAD GARAGE DOOR OPENING. '�✓�i�� F►®�e�`��* .IUB- �_ �� 5.IUB- c� � 5 13 - --- I - q 4 GL6. s� 6 3 ❑ i 1,_1y2,� _� 61_ i �n 5. FIREPLAGE, A5 5PEGIFIED BY BUILDER. INSTALL o /1111111 _N N I 4 -2 10 2 N _ - PER MANUFACTURERS 5PECIFIGATION5. ALL =N `�2 468 i > ° FACTORY BUILT FIREPLAGE5 5HALL COMPLY q q -4 G �t ��- _ _ i = WITH LOCAL GORES L 14 2S -------- -- ----- i = Owners \ ~ 6. 2X4 LOW WALL 30"A.F.F. cz c%1 ; 13 i c%j 14 2e) O.H.G. O O.H.G. ❑ EREE SLIDE SHELVES O � e►• Pow r� I ---------- = -1. 51NK W/ GARBAGE DISPOSAL 3 I i Bath 6. D15HWA5HER =ry d i q. RANGE O v 3 - -2g-- O.E. 286850 i 33 ❑I 8'-0" GL6. I0. GOOK TOP.. q'-4" GLC. L - -I o � } II. OVEN O 2'-6" 12. REFRIGERATOR 5PAGE. CV g -B 1- 3'-q" II'-6�2" W. �.C. 2468 s.luB- i 13. PANTRY - (5) I6" D. 5HELVE5 a) CV 3 i 14. PEDESTAL SINK ti 5'-0" GL6.=N ER Iq 15. 42" X 72" GARDEN TUB CC/)ti a� =N _ �a O 16. TILED 5HOWW/ 6LA55 ENGL05URE, PER O -� , ------ ,7111 - - N 68 N 13UILPER 5PEG. O 17. 42'1 TUB O u F, �, WH z `V I8. 32" X 60" TUB/SHOWER N CVO d 28 i I i 1 Iq. LINEN SHELVES ca J i I -Car Garage 17-0 "GL6. 20. WA5HER 5PAGE I rI q'-4" GLC. r--21. DRYER, VENT0GL6. z 3 -102 I' -q"5 -8i12 4'-V2" 2'-4" 1 23. PROVIDE NON-COMBUSTIBLE PLATFORMcj) qj S 1 S.IUB- i ELEVATED 18" ABOVE GARAGE FLOOR FOR C6 N ® 2 I IELECTRIC WATER HEATER. Ca 1 I O 2 -O 1 r- m Owners - N - l° _25. 7 PER Foyer 1 1 I 'P*T 26. ATTIC IAGC 55 (22"Dx32" UN.O.). A 4 GLC. I I I I V U ite � 27. ATTIC ACCESS W/ STAIRS (22 I/2"1 U.N.0). 3 =N I I I I„ I I q' -O" TRAY GL6. I i `-r 28. 6YP5UM BOARD OPENING (5EE INTERIOR 7Y I � SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 824 UPPER FLOOR qq8 or�u. 1622 GARAGE 25q PORGH 68 ELEVATIONS) 2 2251 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. 5OFFIT, REFER TO EXTERIOR ELEVATION5 FOR Ila -ON HE16HT5 $ ARCHITECTURAL DETAIL5 FOR mall -4 � FIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. I CD 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW Bao WALL WITH RAILING ABOVE. 34 PORCH RAIL 5EE ELEVATION D E S 16 N 20 0 'tee 0"GL6_-I i FX 1/2X4 TE P. \ 1 i O i 1 - i TEMP I �y�r+ �O --- ---cl S'-0" GL6. 1 Q \ cn III OGD Q 2uB- m o +18" WINDOW 5EAT Q = 2._0.1 5'-3" I 1 2'-3" 6'-4" 5' , 4 r VOLUM GEILIN 2-3050 5H - SQUARE FOOTAGES BIRCH - PLAN 1832 - TRADITIONAL MAIN FLOOR 824 UPPER FLOOR qq8 or�u. 1622 GARAGE 25q PORGH 68 ELEVATIONS) 2251 cv p 4 35. 36"x36" CONCRETE STOOP. Porch ■ - ■ ■ _ 36. 6x8 BEAM. www.bsbdesign.com - 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 34 2 38. OPTIONAL GABINET5. W Safety Harbor, Florida 34695 2 Floor 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED- 8132654808 .2UB- 3I/81'.,'/S.2UBI- II Upper Plan PLAN) r2 �2 II 8 3y2 1 8 �2 � � i 40. LINE OF FRAMING ABOVE. Main Floor Plan O 2' 4' 8' 41. LINE OF FRAMING WALL BELOW. JOB No: 02J14020 PROD MGR: JF �� DRAWN: ST CHECKED: b -I �_ II �� 42 2X4 LOW WALL 42 A.F.F. 10'-O" II' -8" 21 8 2 1/4" _ 1'-0" AT 22x34 43. 2X6 LOW WALL 42" A.F.F. ® MAIN FLOOR PLAN - Al O 2' 4' 8' i I/8 - I -0AT IIxl7 44. 36H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 2 21'-8" 2 _ ' 221-01145. FOR ADDITIONAL NOTES 5EE GENERAL Nrt BIRCH - RIGHT 47 I/4 I -O AT 22x34 = I' -O" AT IIxl7 ON TITLE SHEET 4 DETAIL5. 22-0" 46. IS" X 36 X 2" ART NICHE GOMMONWALL GOMMONWA 47. HORIZONTAL LAUNDRY CHUTE CC Lot 129 LL 48. LOW WALL +42 A.F.F. Traditional E 4q. 6YP5UM BOARD ARCH ® 8'-0" TO 8'-6" W Birch - Plan 1832 �k 50. LOW WALL 32 " A.F.F. GOMMONWALL �k GOMMONWALL 51. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO T d WALL CLEATS, PER BUILDER 5PEG. A2.1 U 52. 1)" GARDEN TUB ELEVATIONS) 2q. GYPSUM BOARD ARCH (5EE INTERIOR ELEVATIONS) 30. GYPSUM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. 5OFFIT, REFER TO EXTERIOR ELEVATION5 FOR Ila -ON HE16HT5 $ ARCHITECTURAL DETAIL5 FOR mall 32. FIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. CD 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW Bao WALL WITH RAILING ABOVE. 34 PORCH RAIL 5EE ELEVATION D E S 16 N cv p 4 35. 36"x36" CONCRETE STOOP. Porch ■ - ■ ■ _ 36. 6x8 BEAM. www.bsbdesign.com - 37. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 34 2 38. OPTIONAL GABINET5. W Safety Harbor, Florida 34695 2 Floor 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED- 8132654808 .2UB- 3I/81'.,'/S.2UBI- II Upper Plan PLAN) r2 �2 II 8 3y2 1 8 �2 � � i 40. LINE OF FRAMING ABOVE. Main Floor Plan O 2' 4' 8' 41. LINE OF FRAMING WALL BELOW. JOB No: 02J14020 PROD MGR: JF �� DRAWN: ST CHECKED: b -I �_ II �� 42 2X4 LOW WALL 42 A.F.F. 10'-O" II' -8" 21 8 2 1/4" _ 1'-0" AT 22x34 43. 2X6 LOW WALL 42" A.F.F. ® MAIN FLOOR PLAN - Al O 2' 4' 8' i I/8 - I -0AT IIxl7 44. 36H. OPEN WOOD RAILING. TRADITIONAL ELEVATION 2 21'-8" 2 _ ' 221-01145. FOR ADDITIONAL NOTES 5EE GENERAL Nrt BIRCH - RIGHT 47 I/4 I -O AT 22x34 = I' -O" AT IIxl7 ON TITLE SHEET 4 DETAIL5. 22-0" 46. IS" X 36 X 2" ART NICHE GOMMONWALL GOMMONWA 47. HORIZONTAL LAUNDRY CHUTE CC Lot 129 LL 48. LOW WALL +42 A.F.F. Traditional E 4q. 6YP5UM BOARD ARCH ® 8'-0" TO 8'-6" W Birch - Plan 1832 �k 50. LOW WALL 32 " A.F.F. GOMMONWALL �k GOMMONWALL 51. 30" A.F.F. COUNTER W/ DIAGONAL 5UPPO T d WALL CLEATS, PER BUILDER 5PEG. A2.1 U 52. 1)" GARDEN TUB �4. TYPICAL CONSTRUCTION 22'-0" Ct GOMMONWALL Ck COMMONWALL ASSEMBLIES 2 .2UR- 21'-8" 2" 22'-0" A. TYPIGAL ROOF GON5TRUGTION: SHIN6LE OR GONGRETE TILE ROOF (STYLE i 4'-8" 17'-O" i 2" 21'-8" 2" VARIES, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. ' I B. TYPIGAL'FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE i I i FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR 5.2UR- FLOOR J015T5 A5 NOTED ON STRUCTURAL 41 41 DRAWINGS. / - f cL GOMMONWALL Floor Plan - 51 I/4" = I' -O" AT 22x34 I/8" = 1'-0" AT IIxl1 q GOMMONWALL ". GOMMONWALL G. SLAB ON GRADE FLOOR GONSTRUGTION: MONOLITHIC GONGRETE SLAB OVER VAPOR zQ BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. o WINDOWS: �¢ A. ALL WINDOWS SHALL GOMPLY WITH Ln cn MINIMUM 5TANDARD5 OUTLINED 1N 0 APPLICABLE RE5. GHEGK5. 7) �Qo B. WINDOW 5UPPLIER TO VERIFY AT LEA5T H w wsa ONE WINDOW IN ALL BEDROOM5 TO HAVE A Q CLEAR EGRE55 OPENING OF 53 50. FT. o o WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND W =$a 20" IN WIDTH; SILL HEIGHT NOT GREATER Na� THAN 44" ABOVE FLOOR. L o G. TYPICAL WINDOW HEAD HE16HT: i 8'-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F @ 64" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: (DOdL011111111-1 i ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 4 METERS ARE 5UBJEGT TO m RELOCATION DUE TO FIELD GONDITION5; ' CONTRACTOR TO VERIFY. O F. HVAC: PROVIDE BACK DRAFT DAMPER5 0 DRYER 0 c VENT, HOOD VENT, 4 EXHAU5T FANS. i 6. GEMENTITIOU5 FIN15H 0 18 INSTALL PER LOCAL CODE. H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, Lm U.N.O. i L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLESS OTHERWISE NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. FLOOR PLAN NOTES: >4E =N THE FOLLOWING KEYNOTE5 REFERENCE THE O SYMBOLS AS SHOWN ON PLANS: �n 1. IF RAILING /GUARDRAIL IS PROVIDED, ALL i RAILING / GUARDRAIL BALU5TER5 TO BE 5PAGED SUCH THAT A 4" 5PHERE CANNOT PA55 BETWEEN BALU5TER5. RAILING/HANDRAILS ARE TO BE AT A 34 i MINIMUM TO 38" MA UM HEIGHT A.F.F., WITH ••.••••.°;7�jL�ri,, RETURNS PER LOCAL G _ - .. ILING AT � QQ�.••• � °•• �� Am = GUARDRAIL LOCATIONS TO BE " MINIM .� `C�� O LL. 6.•.'�%y '�' Q A.F.F. OPT. RAILING. - SEE DOGUMENT " • �'` D• i r- o 66RR-0125 _ w Iw.. 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN •. p Q 0 P051TION. n Z N i 3. (2010 FRG 5EGTION 311) FOR 5TAIR REQ. lb" PER FOOT,, 4 TOWARD OVERHEADAIRA6E DOOR OPENING. '��'i� `a 5. ////11111111 i = FIREPLACE, AS SPECIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATION5. ALL ' FACTORY BUILT FIREPLAGE5 SHALL GOMPLY ccs r- WITH LOCAL GODES ��,. �k i 6. 2X4 LOW WALL 30"A.F.F. c 1. SINK W/ 6ARBA6E DISPOSAL ® Z 8. 015HWA5HER A q. RANGE O a =N 10. GOOK TOP CD 44 II. OVEN N r� 12. REFRIGERATOR 5PAGE i 13. PANTRY (5) 16" D. 5HELVE5 (D CV 14. PEDE5TAL SINK '� P- 15. 42 X-12" GARDEN TUB � co � 16. TILED 5HOWER W/ 6LA55 ENGLO5URE, PER i BUILDER 5PEG. C LO C= 11. 42"x60" TUB a cu IF, I8. 32" X 60" TUB/5HOWER _j M C i Iq. LINEN 5HELVE5 ca m 20. WA5HER 5PAGE - Ll_ ;� 2L DRYER, VENT � � d- i N 23. PROVIDE NON-60MB05TIBLE PLATFORM cc ) cu N ELEVATED IS" ABOVE GARAGE FLOOR FOR ELEGTRIG WATER HEATER.0 M 1011- 25. 5HELVIN6 PER BUILDER 5PEG5. 26. ATTIC AGGE55 (22"x32" U.N.0). 21. ATTIC, AGGE55 W/ 5TAIR5 (22 1/2"x54" U.N.0). i 28. 6YP5UM BOARD OPENING (5EE INTERIOR ELEVATIONS) i i i i i Q r- i SQUARE FOOTAGES REDWOOD - PLAN 1943 -TRADITIONAL MAIN FLOOR 8q4 UPPER FLOOR 103q SUBTOTAL Iw GARAGE 24q PORCH 36 LA AI OTAL 2320 2q. 5YP5UM BOARD ARGH (5EE INTERIOR ELEVATIONS) 30. 6YP5UM BOARD LOW WALL, 38" A.F.F. (U.N.0) W/ MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR HEI6HT5 4 ARGHITEGTURAL DETAILS FOR FIN15H. 32. PLANT 5HELF, 5EE EXTERIOR ELEVATIONS, 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. 34. PORCH RAIL, 5EE ELEVATION. D E S I G N 35 36" 36" CONCRETE STOOP x i 36. (ox8 BEAM. www.bsbdesign.com 51. OPTIONAL UPPER GABINET5. 100 Main St. Suite 209 38. OPTIONAL GABINET5, Uj Safety Harbor, Florida 34695 3q. OPTIONAL COFFERED GEILIN6 (A5 NOTED 813 265 4808 q 6 Upper Floor Plan PLAN) 40. LINE OF FRAMING ABOVE. 4I. LINE OF FRAMING WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF " O 2' 4' 8' �� DRAWN: ST CHECKED: 2 1/4" - 1'-0" AT 22x34 42. 2X4 LOW WALL 42 A.F.F. -- „ i 43. 2X6 LOW WALL 42" A.F.F. FLOOR PLAN I/8 I -O AT IIxl7 44. 36"H. OPEN WOOD RAILIN6. TRADITIONAL ELEVATION 45. FOR ADDITIONAL NOTE5 5EE GENERAL Nr REDWOOD - LEFT ON TITLE 5HEET 4 DETAILS. 46. 18" X 36" X 2" ART NICHE Y_ GOMMONWALL 41. HORIZONTAL LAUNDRY CHUTE CC Lot 130 48. LOW WALL +42" A.F.F. 4q. 6YP5UM BOARD ARGH m 8'-0" TO 8'-6" W Redwood - Plan 1943 Traditional E50. LOW WALL 32�" A.F.F. 51. 30 A.F.F. COUNTER W/ DIAGONAL 5UPP0 T 4 A2.1 � WALL GLEAT5, PER BUILDER 5PEG. 52. 60"X60" GARDEN TUB REVISION loor Plan - at I/4" = I'-0" AT 2204 1/8" = 1'-0" AT INN 20" IN WIDTH; 51LL HE16HT NOT 6REATER N 1w THAN 44" ABOVE FLOOR. N - "' o o G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F 0 T-4" PLATE HEIGHT N.N.0) `i' -O" A.F.F ® 64" PLATE HEIGHT N.N.0) w E. ELECTRICAL: W ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; Mid CONTRACTOR TO VERIFY. O F. HVAC: PROVIDE BACK DRAFT DAMPERS 0 DRYER VENT, HOOD VENT, 4 EXHAU5T FANS.11000 i 6. CEMENTITIOUS FIN15H 10 0 INSTALL PER LOCAL CODE. -N H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. N L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. O „ M. ALL AN6LED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. �. FLOOR PLAN NOTES: L # THE FOLLOWING KEYNOTES REFERENCE THE d[� 5YMBOL5 A5 SHOWN ON PLANS: O L IF RAILING / 6UARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. oRAILIN6/HANDRAIL5 ARE TO BE AT A 34" v MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOG,.GODS. RAILING AT �` 0000 rrr O GUARDRAIL LOGATI AT 42" MINIMUM. �'` O.• ROT. - 5 A.F.F. OPT. RAILIN6EE DOC, O u` AN�sj� %n u� GGRR-0125 ^: �, N �W 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN Ud"1k� P051TION.v:. F<- 0:415 : o 3. (2010 FRG SECTION 311) FOR 5TAIR REQ. Z !!/) ��.' 4. 5LOPE GARAGE• FLOOR 1/8" PER FOOT rr%�" re +!`'� �' i TOWARD OVERHEAD 6ARA6E DOOR OPENING. s° 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATIONS. ALL FACTORY BUILT FIREPLACES 5HALL COMPLY i WITH LOCAL GODES 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ GARBAGE DISPOSAL 4p 1z i 8. DISHWASHER S '"`:,, .w q. RANGE O ..� 10. GOOK TOP O 11. OVEN o 12. REFRIGERATOR 5PAGE. CN N 13. PANTRY - (5) 16" D. 5HELVE5 te ,(D N 14. PEDESTAL 51NK '= P- 15. 42" X 12" 6ARDEN TUB fl) I6. TILED SHOWER W/ 6LA55 ENGLO5URE, PER BUILDER 5PE6. U-) O 11. 42"x(90" TUB � U Imo- dj i 18. 32" X 60" TUB/SHOWER - 04 M CN Iq. LINEN 5HELVE5 ca J 20. WASHER 5PAGE - LL r- 21. DRYER, VENT _c_- 25. PROVIDE NON-GOMBU5TIBLE PLATFORMm co ca ELEVATED IS ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. LO c- IT- m 25. 5HELVIN6 PER BUILDER 5PEG5. _26. ATTIC AGGE55 (22"02" U.N.O.). i 21. ATTIC, AGGE55 W/ 5TAIR5 (22 1/2"x54 U.N.0). 28. 6YP5UM BOARD OPENING (5EE INTERIOR -N i WILLOW - PLAN 2059 - TRADITIONAL i COMMONWALL� UPPER FLOOR O OTAL 2063 GARAGE 22'-4" PORCH q LANAI TYPICAL CONSTRUCTION 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR a -m 2623 221-2112.. 23'-4" 32. FIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. ASSEMBLIES: 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB I' -O" 22'-2"2" A. TYPICAL ROOF GON5TRUGTION: -1'-2" 15'-0" 5HIN6LE OR CONCRETE TILE ROOF (STYLE 15'-6" 6'-8" VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 1'-4" 5'-10" 4'-3" 3'-8" 3'-8" 3'-5" SHEATHING AND ROOF FRAMING PER 4'_by2 3'-py2" 5TRUGTURAL. 3'-4" 4'-7" B. TYPICAL FRAME FLOOR GON5TRUGTION: i FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR i FLOOR J015T5 A5 NOTED ON 5TRU6TURAL 5HI 26 5HI 26 5HI 26 3050 5H 3050,5H 3050 5H DRAWIN65. i G. SLAB ON GRADE FLOOR GON5TRUGTION: %<r MONOLITHIC CONCRETE 5LAS OVER VAPOR Z 31 i i i BARRIER. REFER TO 5TRUGTURAL C _OR!;Z � o4 8" I 8'-0" GL6. FREE 3 ENGINEERING DRAWIN65, TYP. o� OR!; cc - _ - - - -_ - q D GL6. - - - - 2'-0" i SLIDE i WINDOWS: u� ao< 31 I NP' SHELVES i I A. ALL WINDOW5 SHALL COMPLY WITH C) U)ami i i MINIMUM 5TANDARD5 OUTLINED IN O APPLICABLE RES. GHEGK5. I Lanai , I i i B. WINDOW SUPPLIER TO VERIFY AT LEAST ui > w c- z _ I I I i I W.I. ONE WINDOW IN ALL BEDROOMS TO HAVE A o q'-4" GL6. I I N I .; N MSN �ON�OF �F - WITHAMIN.6D „ N HEIGHTTAND W w g,= loor Plan - at I/4" = I'-0" AT 2204 1/8" = 1'-0" AT INN 20" IN WIDTH; 51LL HE16HT NOT 6REATER N 1w THAN 44" ABOVE FLOOR. N - "' o o G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F 0 T-4" PLATE HEIGHT N.N.0) `i' -O" A.F.F ® 64" PLATE HEIGHT N.N.0) w E. ELECTRICAL: W ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; Mid CONTRACTOR TO VERIFY. O F. HVAC: PROVIDE BACK DRAFT DAMPERS 0 DRYER VENT, HOOD VENT, 4 EXHAU5T FANS.11000 i 6. CEMENTITIOUS FIN15H 10 0 INSTALL PER LOCAL CODE. -N H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. N L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. O „ M. ALL AN6LED PARTITION5 ARE 45 DEGREES UNLE55 OTHERWISE NOTED. �. FLOOR PLAN NOTES: L # THE FOLLOWING KEYNOTES REFERENCE THE d[� 5YMBOL5 A5 SHOWN ON PLANS: O L IF RAILING / 6UARDRAIL 15 PROVIDED, ALL RAILING / GUARDRAIL BALU5TER5 TO BE 5PAGED 5UGH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. oRAILIN6/HANDRAIL5 ARE TO BE AT A 34" v MINIMUM TO 38" MAXIMUM HEIGHT A.F.F., WITH RETURNS PER LOG,.GODS. RAILING AT �` 0000 rrr O GUARDRAIL LOGATI AT 42" MINIMUM. �'` O.• ROT. - 5 A.F.F. OPT. RAILIN6EE DOC, O u` AN�sj� %n u� GGRR-0125 ^: �, N �W 2. LINE OF OVERHEAD GARAGE DOOR IN OPEN Ud"1k� P051TION.v:. F<- 0:415 : o 3. (2010 FRG SECTION 311) FOR 5TAIR REQ. Z !!/) ��.' 4. 5LOPE GARAGE• FLOOR 1/8" PER FOOT rr%�" re +!`'� �' i TOWARD OVERHEAD 6ARA6E DOOR OPENING. s° 5. FIREPLACE, A5 5PEGIFIED BY BUILDER. INSTALL PER MANUFAGTURER5 5PEGIFIGATIONS. ALL FACTORY BUILT FIREPLACES 5HALL COMPLY i WITH LOCAL GODES 6. 2X4 LOW WALL 30"A.F.F. 1. SINK W/ GARBAGE DISPOSAL 4p 1z i 8. DISHWASHER S '"`:,, .w q. RANGE O ..� 10. GOOK TOP O 11. OVEN o 12. REFRIGERATOR 5PAGE. CN N 13. PANTRY - (5) 16" D. 5HELVE5 te ,(D N 14. PEDESTAL 51NK '= P- 15. 42" X 12" 6ARDEN TUB fl) I6. TILED SHOWER W/ 6LA55 ENGLO5URE, PER BUILDER 5PE6. U-) O 11. 42"x(90" TUB � U Imo- dj i 18. 32" X 60" TUB/SHOWER - 04 M CN Iq. LINEN 5HELVE5 ca J 20. WASHER 5PAGE - LL r- 21. DRYER, VENT _c_- 25. PROVIDE NON-GOMBU5TIBLE PLATFORMm co ca ELEVATED IS ABOVE GARAGE FLOOR FOR ELECTRIC WATER HEATER. LO c- IT- m 25. 5HELVIN6 PER BUILDER 5PEG5. _26. ATTIC AGGE55 (22"02" U.N.O.). i 21. ATTIC, AGGE55 W/ 5TAIR5 (22 1/2"x54 U.N.0). 28. 6YP5UM BOARD OPENING (5EE INTERIOR -N i WILLOW - PLAN 2059 - TRADITIONAL i 110 UPPER FLOOR O OTAL 2063 SQUARE FOOTAGES WILLOW - PLAN 2059 - TRADITIONAL MAIN FLOOR 110 UPPER FLOOR 12g3 OTAL 2063 GARAGE 458 PORCH q LANAI 145 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR a -m 2623 m 34. PORCH RAIL, 5EE ELEVATION. 35. 36"x36" CONCRETE STOOP. 36. 6x8 BEAM. FM www.bsbdesign.com 31. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 i 38. OPTIONAL GABINET5. Uj Safety Harbor, Florida 34695 Uwoo3q. OPTIONAL COFFERED GEILING (A5 NOTED 813 265 4808 er Floor Plan PLAN) 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 41. LINE OF FRAMIN6 WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 42. 2X4 LOW WALL 42"A.F.F. DRAWN: ST CHECKED: -- 1/4" = 1'-0" AT 22x34 43. 2X6 LOW WALL 42" A.F.F. /8" = I' -O" AT IIxl7 FLOOR PLAN 44. 36"H. OPEN WOOD RAILING. TRADIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL NE WILLOW LEFT ON TITLE 5HEET 4 DETAIL5. 46. IS" X 36" X 2" ART NICHE GOMMONWALL 41. HORIZONTAL LAUNDRY GHUTE Lot 131 48. LOW WALL +42" A.F.F. 4q. 6YP5UM BOARD ARCH 0 8'-0" TO 8'-6" W Willow - Plan 2059 Traditional Elevation 50. LOW WALL 32U" A.F.F. 51. 30 A.F.F. COUNTER W/ DIAGONAL SUPPO T 4 A2.1 UWmL WALL GLEAT5, PER BUILDER SPEC. 52. 60"X60" GARDEN TUB ELEVATIONS) 2q. 6YP5UM BOARD ARCH (5EE INTERIOR .. ELEVATIONS) 30, GYPSUM BOARD LOW WALL, 38" A.F.F. (U.N.0) IN MDF GAP. 31. SOFFIT, REFER TO EXTERIOR ELEVATION5 FOR HEIGHTS 4 ARCHITEGTURAL DETAILS FOR VON 32. FIN15H. PLANT SHELF, 5EE EXTERIOR ELEVATIONS. 33. HALF WALL W/ WOOD GAP OR OPTIONAL LOW BSB WALL WITH RAILING ABOVE. DESIGN m 34. PORCH RAIL, 5EE ELEVATION. 35. 36"x36" CONCRETE STOOP. 36. 6x8 BEAM. FM www.bsbdesign.com 31. OPTIONAL UPPER CABINETS. 100 Main St. Suite 209 i 38. OPTIONAL GABINET5. Uj Safety Harbor, Florida 34695 Uwoo3q. OPTIONAL COFFERED GEILING (A5 NOTED 813 265 4808 er Floor Plan PLAN) 40. LINE OF FRAMING ABOVE. O 2' 4' 8' 41. LINE OF FRAMIN6 WALL BELOW. JOB NO: 02J14020 PROJ MGR: JF 42. 2X4 LOW WALL 42"A.F.F. DRAWN: ST CHECKED: -- 1/4" = 1'-0" AT 22x34 43. 2X6 LOW WALL 42" A.F.F. /8" = I' -O" AT IIxl7 FLOOR PLAN 44. 36"H. OPEN WOOD RAILING. TRADIONAL ELEVATION 45. FOR ADDITIONAL NOTES SEE GENERAL NE WILLOW LEFT ON TITLE 5HEET 4 DETAIL5. 46. IS" X 36" X 2" ART NICHE GOMMONWALL 41. HORIZONTAL LAUNDRY GHUTE Lot 131 48. LOW WALL +42" A.F.F. 4q. 6YP5UM BOARD ARCH 0 8'-0" TO 8'-6" W Willow - Plan 2059 Traditional Elevation 50. LOW WALL 32U" A.F.F. 51. 30 A.F.F. COUNTER W/ DIAGONAL SUPPO T 4 A2.1 UWmL WALL GLEAT5, PER BUILDER SPEC. 52. 60"X60" GARDEN TUB WILLOW L ELEVATION = +0'-0" REDWOOD - L BIRCH - Al - R BIRCH - A - L ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" Upper Floor. Plan 0 4' 8' 16' 1/S" = I'-0" AT 2204 1'-0" AT Ilx11 REDWOOD -R ELEVATION = +0'-0" WILLOW - R ELEVATION = +0'-0" Traditional Elevation- RT wza w �— haw p =� o¢> N a O � O_ omz LO a< O Z 1'N=_ 4m. 0 N m oOO� cf) a a W > <z LU 2�a a °C �_3 0 0�� ado W3 _ zUa x °am N woz 38 U 0 0 O 0 rrrrrul/a/// n O AN, a o CY 4 O.4 = WOO 4:,1� a A LmS!B Ch 0 Z � •wwr N 04 .� ti C/) ~ o O0 CU r`n.. rn N CNp Ll O 0 O w w w w w III I VIII II�I�III iloiiiiilu�u �IlRryll� mlillllll�ll DA DESIGN Fm www.bsbdesign.com Uj100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB N0: 02J1 4020 PROJ MGR: JF DRAWN: ST, SR CHECKED: UPPER FLOOR PLAN 6-PLEX Uj LOT 126-131 cL A20q B=6 I UPPER _VLA TE � Oli UPPER FLOG AIN PLATE a� X114 rLHit DW. H.H. :d- LOT 131 i LOT 130 LOT 129 LOT 128 LOT 127 LOT 126 WILLOW - L REDWOOD - 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" IL It Front Elevation 0 4' S' 16' /8" = 1'-0" AT 2204 1/16" = 1'-0" AT IIxI1 CE CL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GONSTRUGTION: 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 9 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUCTION: MONOLITHIC GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. NINDONS: A. ALL NINDON5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE 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 WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT N.N.0) 1'-0" A.F.F ® 64' PLATE HEIGHT N.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT 8 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD CONDITION5; GONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, 8 EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL GODE. H. DIMEN51ON5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND THE FOLLONIN6 KEYNOTES REFERENCE THE SYMBOLS A5 5HONN ON PLAN5: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLA5TER FIN15H. 6. PROJEGTED GEMENT PLASTER FIN15H. 1. 2"X I" PROJECTED TRIM BA 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 5HONN). 21. 24" X 48" 5HUTTER 22. 0"X60" 5HUTTER (ARCH TOP WHERE 5HONN) 23. 18"X72" 5HUTTER (ARCH TOP WHERE 5HONN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HONN) 25. 36" HIGH POWDER COATED ALUMINUM RAILING. 26. DEGORATIVE PONDER COATED ALUMINUM GRILLE. PL TE 21. 8"X8" MEDALLION _H.H. 28. 18" DIAMETER MEDALLION I I 2q 12"XI2" TILE INLAY W/ QUATREFOIL LOT 126 I LOT 127 LOT 128 LOT 129 LOT 130 ' LOT 131 WILLOW - R REDWOOD - R BIRCH - A - L BIRCH - Al - R REDWOOD - L WILLOW - L ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" ELEVATION = +0'-0" It IE Rear Elevation SURROUND 30, 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE GOLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENGE 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJEGTED KEY5TONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJEGTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 31. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER er w=W 0¢5 N 0�a ON C) z w gym; O oo� cn a W W 9g4 ZOO °iaa W N a10 g w ow N SLB 0 0 >E Olt •W C d• ' t` 0 p: • cc's •; i < 0:- •U • Z ,cn �Cvc�► .� awe �co C= N �,�n 0 0 � O N CO r C Lj � u P- 1 N O co GNB - LL r` O LL r LO CU c - BSB DESIGN O 4' 8' 16' www.bsbdesign.com 1/8" = 1'-0" AT 22x34 Uj Safety 34695 100 Main St. Suite 209 /I6" = I'-0" AT I Ixll 813 265 4808 cn FMJOB N0: 02,114020 PROJ MGR: JF DRAWN: ST, SR CHECKED: FRONT $ REAR ELEVATIONS Traditional Elevation 6-PLEX LUOT 126-131 31 0. A31111 B=6 REVISION ! TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: SHINGLE OR CONCRETE TILE ROOF (STYLE ! 12 I VARIES, PER COMMUNITY SPECS) OVER ROOF 6 5HEATHIN6 AND ROOF FRAMING PER +�rrrrrrrrrrrrrrrrrr�� STRUCTURAL. ! ��• " I' -I" '♦,' ! B. TYPICAL FRAME FLOORCONSTRUCTION: • ♦ 6:12 SLOPE FINISH FLOORING ON 3/4 TONGUE 8 GROOVE ! 12 r POINT GUT 4x4 ♦ FLOOR 5HEATHINC7 ON FLOOR TRUSSES OR 6 ++++•+++• i i ❑ I JOISTS AS NOTED ON STRUCTURAL DRAWIN +�+•+�+••+•+ 6:12 SLOPE FI 12 6 G. SLAB MONOLITHIC SLABDE FLOOR S ❑ I8 OVER VAPOR A • +• ■ Ixb ■ BARRIER. REFER TO 5TRUGTURAL ! 6:12 SLOPE •++ iLi 4x4 i ENGINEERING DRAWIN65, TYP. ! 4 + 6:12 SLOPE ❑I ; 6:12 SLOPE WINOOW5 A. ALL WINDOWS SHALL COMPLY WITH 12 �+ • • 12 IXC 1_0 ❑ 3 MINIMUM STANDARDS OUTLINED IN r r UPPER PLATE APPLICABLE RES. CHECKS. ♦ FRONT SIDE 12 b 6 ♦ ♦ - - - B. WINDOW SUPPLIER TO VERIFY AT LEAST ♦,�� .. 22 � r r r r r ■ r r r r r r r r r r r r+�• WN H.H. ONE WINDOW IN ALL BEDROOMS TO HAVE A •�• CLEAR EGRESS OPENING OF 5.I 5Q. FT. UPPER PLATE WITH MIN. DIMENSION OF 24" IN HE16HT AND 20" IN NI DTH; H.H. I � +�..............�. SILL N TER DTH; 51L NOT GREA _ THAN 44" ABOVE FLOOR. I 6 O G. TYPICAL WINDOW HEAD HEIGHT: El 8'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) I' -O" A.F.F ® 8'-1" PLATE HEIGHT (U.N.0) r'- r ccm ' E. ELECTRICAL: �r • • • • • • • • ALL ELECTRICAL AND MECHANICAL 5 EQUIPMENT 4 METERS ARE SUBJECT TO ♦ 3 UPPER FLOOR ❑ _ _ _ _ RELOCATION DUE TO FIELD CONDITIONS; -- ��# i FRONT SIDE i I8 CONTRACTOR TO VERIFY. II �� ♦�� ••� MAIN PLATE 12 .�..............�+ HVAG: ' 3 q q (lYP) 8 - - - F PROVIDE BACK DRAFT DAMPERS ® DRYER UPPER FLOOR ♦ WDW H H VENT HOOD VENT 8 EXHAUST FANS - 6:12 SLOPE ❑j � 6:12 SLOPE ❑I - X. MAIN PLATE WDW H.H. �r. r.• 17 - a 5 MAIN FLOOR Front Elevation O 2' 4' 8' 1/4" = I' -O" AT 22x34 /S" = I' -O" AT Ilxll .++�rrrrrrrrrrrrrr��' 12 ♦ (oil I ♦; 6 �12�j r - r r r m i 12 6:12 SLOPE Q i FRONT SIDE it 4 ♦��r ..............+•�4 12 12 12 6:12 SLOPE ❑I ♦♦♦ �./ 3 •., UPPER PLATE UPPER FLOOR II ''♦i II 4:.12 SLOPE 6 V �� ♦ 11- Riaht Side Elevation O 2' 4' 8' ��..� 1/4" = I' -O" AT 2204 r Eleva O 2' 4' 8' 1/4" = I' -O" AT 2204 I/8" = I' -O" AT IIXII .+rrrrrrrrrrrrrrrrrrrrrrrrrrMW♦ r •I' -b 11 '♦ 1 POINT GUT 6 rr■r■iir■j oN NIr'- Ixb 12 Ix■rrrrirrr ; FRONT 51DE � �1�rrrrrrrrrrrrrrrrr�rrrrr�'�+ 6. GEMENTITIOUS FINISH INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. Cly 1 CI'[IUR CLCVA 1 IVN LEGEND - - - IE THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS 5HOWN ON PLANS: I. ROOF PER BUILDER SPECS. 2. METAL ROOFING SYSTEM. 3. IXb ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. b. PROJECTED GEMENT PLASTER FINISH. I. 2"X I" PROJEGTE BAND 8. 4"X I" PROJECTED TRI±` l 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. 51MULATED STONE SILL GAP 15. THIN SET BRICK 5OLDIER HEADER. ib. DECORATIVE TRIM PER PROFILE II. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. 8" SIMULATED WOOD HEADER 20. IS"X48" SHUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" SHUTTER 22. IS"X60" SHUTTER (ARCH TOP WHERE 5HOWN) 23. IS"X12" SHUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" HI6H PONDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. IS" DIAMETER MEDALLION 2q. 12"X12" TILE INLAY W/ QUATREFOIL SURROUND 30. S" DIAMETER FAUX CLAY PIPES. 31. 1/2" PAINTED REVEAL 32. 12"X 46" DECORATIVE SHUTTER 33. 12"X 36" DECORATIVE SHUTTER 34. DECORATIVE COLUMN 1/2" HARDI FINISH (FINISHED 51ZE AS NOTED, REFERENCE STRUCTURAL PLANS FOR LOAD BEARING COLUMNS). 35. 12"X1" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510IN6 AS SPECIFIED BY BUILDER 40. SHAKE 510IN6 41. 12"X 60" DECORATIVE SHUTTER F u C/I Traditional Elevatioru Ltl �r wZw 7� zFW O =Z� o¢s N ��a d 0Ez i o z 0 NDa o cn < < ua LM s-.< LL OU' U Q � W Z O, aN lCC9VV a a N �Eio 0 O OIva 0 �LL e� '�. 1 0 tS°•� O.. J „ 04 C Q 0 ® �= d..r ., r�I �� •�'�°riffs°.°°°° �� 0�,` Ril - •� 11.111 ,a� cc cz p CNJ O0F C> CU CN CD ~ ~ O O 0cc N O - l N to c Jrl O ) C r luuallnll �I��III�� I I�'�81P1 � Illil� IIIIIIIII:I� BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 ,B NO: 02J14020 PROJ MGR: JF [AWN: ST, SR CHECKED: -- EXTERIOR ELEVATIONS TRADITIONAL ELEVATION WILLOW - R16HT Lot 126 Willow - Plan 2059 •••�rrrrrrrrrrrrrrrrr... POINT GUT 4x4 ■ ■ 6:12 5LOPE I❑ ■ -■ Ix(o r \4x4 i 3 1'-0" 1 •�•'• FRONT 51DE i •r•••••• 18 ''��rrrrrrrrrrrrrrrrrr�r•�♦1 12 4 6 ♦ 12 12 PPER PLATE WDW H.H. 22 6:12 5LOPE FI _ I 3 10 q I. . I., Front Elevation 1/T - n1 <Lh✓'T 1/8" = 1'-0" AT 11x11 WDW H.H. ' 1 5 p i MAIN FLOOR , 6:12 5LOPE EI A 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 FLOORINC7 ON 3/4" TON6UE & 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. 5LAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR �Z" BARRIER. REFER TO 5TRUGTURAL N ' :'7' W ENGINEERING DRAWIN65, TYP. o) K�� 050 WINDOW5: � W a A. ALL WINDOW5 5HALL COMPLY WITH o cn Cwmpmom MINIMUM 5TANDARD5 OUTLINED IN 0 APPLICABLE RE5. GHEGK5. c 5 boa B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ui w LLgz U ONE WINDOW IN ALL BEDROOM5 TO HAVE A Q •+ - �_� GLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND w 20" IN WIDTH; SILL HE16HT NOT GREATER N aW 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 ® 64" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: " ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: O PROVIDE BACK DRAFT DAMPER5 ® DRYER ic VENT, HOOD VENT, 8 EXHAUST FANS. O 6. CEMENTITIOU5 FIN15H10 IN5TALL PER LOCAL CODE. Lm H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. dlwwr ! L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. 10 M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. iS-Z EXTERIOR ELEVATION ° LEGEND O Fit I THE FOLLOWING KEYNOTE5 REFERENCE THE 5YMBOL5 A5 SHOWN ON PLANS: S I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM. 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE `��>w11i111U�e�� 5. GEMENT PLA5TER FIN15H. 6. PROJECTED GEMENT PLA5TER FINISH. 1 ". �°� �� •••o•a••• �J'%��i� 7. 2"X I" PROJEG TRIM BAND lwL8. 4"X I" PROJEGTE ND M'.K • CO q. 6"X I" PROJECTED TRIM BO ® N Uj r•j 10. 8"X I" PROJECTED TRIM BAND *'� it �, m. cc 11. o: 12. 6"I FRIEZE BAND D TRIM BAND ' '*�• 4cc y �,y 13. 51MULATED STONE VENEER. i� ••� a. ,. •••• c • 14. 51MULATED 5TONE SILL GAP � 15. THIN 5ETBRICK 5OLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE ■ �: 11. DECORATIVE GORBEL PER PROFILE IRL 18. DECORATIVE BRACKET PER PROFILE ec9 Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" 5HUTTER o 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) 23. IS"X12" SHUTTER (ARCH TOP WHERE 5HOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE (V 5HOWN) 25. 36" H16H POWDER COATED ALUMINUM N - RAILING. � p 26. DECORATIVE POWDER COATED ALUMINUM L 1` 2 6�RILLE. � � OCA 1. 8X8 MEDALLION � J F,� 28. I8" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL = M cd N 5URROUND C13 , J� 30. 8" DIAMETER FAUX CLAY PIPES. LL ~ 31. 1/2" PAINTED REVEAL 32. 12"X 48 DECORATIVE SHUTTER 33. I2"X 36" DECORATIVE 5HUTTER cy) ca (D 34. DECORATIVE COLUMN I/2" HARDI FIN15H 0 (FINI5HED 51ZE A5 NOTED, REFERENCE LO - 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEY5TONE 1 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER 110111 O BSB DESIGN Fm www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF Fm DRAWN: ST, SR CHECKED: ® EXTERIOR ELEVATIONS TRADITIONAL ELEVATION REDWOOD RIGHT Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 127 Traditional Elevation- Uj RedwoodtPlan 1943 n •n REVI. 1 urI-m TZ UPPER PLA NDN H.H. .Ovum rrrrrrrrrrrrnow wow MIN4, ' ' .♦ II I' -III 6:12 SLOPE I ; POINT GUT 4x4 I. ■ I Ii i i Ixb � 4x4 A 00#01 ♦ ♦■■ IS i I' -O" i ♦'"'`� ♦♦♦ � Ixb � 4 ♦ ♦♦♦ 12 FRONT SIDE 12 12 • ♦♦ . 6 ��rrrrrrrrrrrrrrrrrr�.♦ ♦♦r"rrrrrrrrrrrrrrr�r��' 32 ! q ! i Lid 2' IH 11R� 111 ■ q ■ 34 ■ ■ 12"xl2° ■ ■ -LL]■ ■ q I.. 1,-0„ I.. 10 UPPER FLOOR q MAIN PLATE ■ q ■ ■ 7 ■ WDW H.H. ■ ■ - ! GOLUMN DETAIL i q %'` .♦♦i 12"AT ff' Front Elevation O21 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl7 0 r- 0 I � I 6:12 SLOPE ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER STRUCTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FINISH FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR 5HEATHINC7 ON FLOOR TRU55E5 OR FLOOR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CONSTRUCTION: MONOLITHIG CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDO 5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM STANDARDS OUTLINED IN APPLICABLE RES. CHECKS. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR G. TYPICAL WINDOW HEAD HEIGHT: S'-0" A.F.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® &'-I" PLATE HEIGHT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS @ DRYER VENT, HOOD VENT, 8 EXHAUST FANS. G. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL AN6LE9 PARTITIONS ARE 45 DEGREES UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND�` 0 �THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS 5HOWN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING SYSTEM. 3. 1X6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. �� ®�„�•..... J7,i �,, I 6. PROJECTED GEMENT PLASTER FINISH. UPPER PLATE �� Q�e.•' •'•��/�� _ 1 2"X I" PROJECTED TRIM BAND Q; •'41 WDW H.H. - - - S. 4"X I PROJECTED AND Z N oEl El 3 8 CNP) LL 1-1 q. 6"X I" PROJECTED TRIM�" 10. WX I" PROJECTED TRIM BAND�0 ® Q O 11. 12"X I PROJECTED TRIM BAND 12. 6" FRIEZE BAND .% ••. N �C•.�CJ �� 13. SIMULATED STONE VENEER. ��/j� *'''"• '�0��``,®� 14. 51MULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER. ��►1 11111 ! 16. DECORATIVE TRIM PER PROFILE ■�°4 i "`' 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. S" 51MULATED WOOD HEADER o UPPER FLOOR � �� c - I 3:12 SLOPE - - 20. I S X48 SHUTTER (ARCH TOP WHERE SHOWN). z q a 21. 24 X 48 SHUTTER 0 _ MAIN PLATE 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) -�� 23. 18"X72" SHUTTER (ARCH TOP WHERE SHOWN) � 24. DECORATIVE LOUVER (ARCH TOP WHERE N WDW H.H. SHOWN) N 25. 36" HI6H POWDER COATED ALUMINUM 26. DECORATIVE POWDER COATED ALUMINUM 6RILLE. N 21. S"X8" MEDALLION O = LO . y 28. 18" DIAMETER MEDALLION ca I% - N 2q. 12"XI2" TILE INLAY W/ QUATREFOIL = M SURROUND CU J 30. S" DIAMETER FAUX CLAY PIPES. LL - 31. L31. 1/2 PAINTED REVEAL MAIN FLOOR I 32. 12"X 48" DECORATIVE SHUTTER p - - - - 33. 12"X 36" DECORATIVE SHUTTER cc W CCS 34. DECORATIVE COLUMN 1/2" HARDI FIN15H T- O (FINISHED SIZE A5 NOTED, REFERENCE 77. n Rear E = 1'-0" AT 2204 I/8" = 1'-0" AT IlxI1 STRUCTURAL PLANS FOR LOAD BEARING `- COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE , 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510IN6 AS SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER r". BSB DESIGN www.bsbdesign.com W100 Main St. Suite 209 Safety Harbor, Florida 34695 U813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: EXTERIOR ELEVATIONS TRADITIONAL ELEVATION BIRCH - LEFT Lot 128 Traditional Elevation W Birch - Plan 1832 Di. All REN11810N UBmL wZ� j et T 04 oQ5 Q: z won Q Z ~+ ANT 'ox gomod in a a ILLJ W J v Qs¢ N1- a °C D W a�� yao N - no�wZ 0 0 Now", E LEGEND�` 0 �THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 AS 5HOWN ON PLANS: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING SYSTEM. 3. 1X6 ALUMINUM WRAPPED FASCIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. �� ®�„�•..... J7,i �,, I 6. PROJECTED GEMENT PLASTER FINISH. UPPER PLATE �� Q�e.•' •'•��/�� _ 1 2"X I" PROJECTED TRIM BAND Q; •'41 WDW H.H. - - - S. 4"X I PROJECTED AND Z N oEl El 3 8 CNP) LL 1-1 q. 6"X I" PROJECTED TRIM�" 10. WX I" PROJECTED TRIM BAND�0 ® Q O 11. 12"X I PROJECTED TRIM BAND 12. 6" FRIEZE BAND .% ••. N �C•.�CJ �� 13. SIMULATED STONE VENEER. ��/j� *'''"• '�0��``,®� 14. 51MULATED STONE SILL GAP 15. THIN SET BRICK SOLDIER HEADER. ��►1 11111 ! 16. DECORATIVE TRIM PER PROFILE ■�°4 i "`' 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE Iq. S" 51MULATED WOOD HEADER o UPPER FLOOR � �� c - I 3:12 SLOPE - - 20. I S X48 SHUTTER (ARCH TOP WHERE SHOWN). z q a 21. 24 X 48 SHUTTER 0 _ MAIN PLATE 22. 18"X60" SHUTTER (ARCH TOP WHERE SHOWN) -�� 23. 18"X72" SHUTTER (ARCH TOP WHERE SHOWN) � 24. DECORATIVE LOUVER (ARCH TOP WHERE N WDW H.H. SHOWN) N 25. 36" HI6H POWDER COATED ALUMINUM 26. DECORATIVE POWDER COATED ALUMINUM 6RILLE. N 21. S"X8" MEDALLION O = LO . y 28. 18" DIAMETER MEDALLION ca I% - N 2q. 12"XI2" TILE INLAY W/ QUATREFOIL = M SURROUND CU J 30. S" DIAMETER FAUX CLAY PIPES. LL - 31. L31. 1/2 PAINTED REVEAL MAIN FLOOR I 32. 12"X 48" DECORATIVE SHUTTER p - - - - 33. 12"X 36" DECORATIVE SHUTTER cc W CCS 34. DECORATIVE COLUMN 1/2" HARDI FIN15H T- O (FINISHED SIZE A5 NOTED, REFERENCE 77. n Rear E = 1'-0" AT 2204 I/8" = 1'-0" AT IlxI1 STRUCTURAL PLANS FOR LOAD BEARING `- COLUMNS). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE , 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510IN6 AS SPECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER r". BSB DESIGN www.bsbdesign.com W100 Main St. Suite 209 Safety Harbor, Florida 34695 U813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST, SR CHECKED: EXTERIOR ELEVATIONS TRADITIONAL ELEVATION BIRCH - LEFT Lot 128 Traditional Elevation W Birch - Plan 1832 Di. All REN11810N UBmL .��_rrr�rrrrrrrrrrrrrr_,�' POINT GUT 4x4 ■ Ixb; i 4x4 ■ Ixc' 7r FRONT 51DE i 12 ''��1_rrrrrrrrrrrrrrrrrr_M�1.1 6 ��rrrrrrrrrrrrrrr_r� N � q � i -7 2' 10 ■ q ■ ■ ■ q 1if1._0.. 1 ■ q ■ _ ■ 7 ■ COLUMN DETAIL FffF[ ♦'**r_rrrrrr00MEMrrr_oo## 6:12 5LOPE EI A 4� -JLJ4 12X12 Front Elevation - 0 21 41 81 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl1 .�*�rrrrrrrrrrrrrr�r�' u u r- r-Jr,cm 311 1 i FRONT 51DE iM ''��rrrrrrrrrr�rrrrr��11 ■ ■ ■ ■ ■ ■ ■ ■ ■ UPPER PLATE ■ WN H.H. ■ ■ ■ I ■- ■ q ■ r- ■ ■ ■ ■ LI i UPPER FLOOR i i .rrr�rrrrrrrrrrl ♦ �� MAIN PLATE 11 WDW H.H. q 5 - O � I MAIN FLOOR ASSEMBLIES: A. TYPICAL ROOF CONSTRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL B. TYPICAL FRAME FLOOR CON5TRUGTION: FIN15H FLOORING ON 3/4" TON6UE i GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR CON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WI DOW5: A. ALL WINDOWS 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 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT N.N.0) 1'-0" A.F.F ® 8'-I" PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT 8 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAU5T EAN5. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION 6:12 5LOPE ❑1 LEGEND THE FOLLOWING KEYNOTE5 REFERENCE THE 5YMBOL5 A5 SHOWN ON PLAN5: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFIN6 5Y5TEM. 5. Wo ALUMINUM NRAPPED IA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINISH. 6. PROJECTED GEMENT PLA5TER FIN15H. 1. 2"X I" PROJEC TRIM BAND ', UPPER PLATE _ _ 8. 41IX I" PROJEGTE AND WDW H.H_ ,q. 6"X I" PROJECTED TRIM B �< i _ I o -r- i 10. 8"X I" PROJECTED TRIM BAND 3 I IL 12"X I" PROJECTED TRIM BAND 12. b" FRIEZE BAND 13. 51MULATEP 5TONE VENEER. 8 I 14. 51MULATED STONE SILL GAP (TYP)i 15. THIN 5ET BRICK SOLDIER HEADER. 5 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE I8. DECORATIVE BRACKET PER PROFILE lq. 8" 51MULATED WOOD HEADER 20. IS"X48" SHUTTER (ARCH TOP WHERE 5HOWN). UPPER FLOOR - 21. 24" X 48" 5HUTTER 3:12 SLOPE I - - - MAIN PLATE 0 q 22. 18"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) _ _ _ _ 23. 18"X12" 5HUTTER (ARCH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE WDW H.H. I I 5HOWN) U MAIN FLOOR Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxl1 25. 36" HIGH POWDER GOATED ALUMINUM RAILING. { 26. DECORATIVE POWDER COATED ALUMINUM GRILLE. 21. 8"XS" MEDALLION 28. I8" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY r/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36" DECORATIVE 5HUTTER DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE i 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJEGTED KEYSTONE 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510IN6 A5 5PECIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE 5HUTTER IMM Uj (n FM Traditional Elevatiorw ail wZ� o Z� N o -as rn `Woo o rwa Ln N o o z q <m_ i goy F Q W W 0. C-1 Qcr �r u W N Nair N n F- 0 O w MEMO p" 0 H y 0 ©:� • ��•®+k V� `••' cv LU Com' s ••, p• se O*,aG O O J N � CNU =LL LL O O CfJ C LO m� = > _ 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 BIRCH - R1614T Lot 129 Birch - Plan 1832 ��,�wwwwwwwwwwwwwwwwww�r�' POINT GUT 4x4 Ix6 m \4x4 i Li �I Ix6 I _O FRONT 51DE ♦�1�wwwwwwwwwwwwwwwwww�r�• . 12 12 \ 6� UPPER PLATE WDW H.H. q b o FI 6:12 5LOPE A3 MAIN FLOOR - ( U A Front Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxI1 0 r- 11 6:12 5LOPE Aa Rear Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 2204 1/6" = 1'-0" AT IIxI1 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TON6UE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS, G. 5LA8 ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWINGS, TYP, WINDOWS: 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 CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HE16HT AND 20" IN WIDTH; SILL HE16HT 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 ® S' -I" PLATE HEIGHT (U.N.O.) E. ELECTRICAL: ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT $ METER5 ARE SUBJECT TO RELOGATION DUE TO FIELD GONDITION5; GONIR4CTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPER5 ® DRYER VENT, HOOD VENT, $ EXHAU5T FAN5. 6. GEMENTITIOU5 FIN15H INSTALL PER LOGAL GODS H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERAI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. EXTERIOR ELEVATION LEGEND 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 FIN 04 6. PROJEGTED GEMENT PLA ISH 1. 2"X 1" PROJECTED TRIM BAND .M S. 4"X I" PROJECTED TRIM BAND _ q. 6"X I" PROJECTED TRIM BAND 10. 8"X I" PROJECTED TRIM BAND 11. 12"X I" PROJECTED TRIM BAND 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. 14. 51MULATED 5TONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE 11. DECORATIVE CORBEL PER PROFILE IS. DECORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. 18"X48" 5HUTTER (ARCH TOP WHERE 5HOWN). 21. 24" X 48" SHUTTER 22. I8"X60" 5HUTTER (ARCH TOP WHERE SHOWN) 23. 18"X72" 5HUTTER (ARGH TOP WHERE SHOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE 5HOWN) 25. 36" HIGH POWDER GOATED ALUMINUM RAILIN6. 26. DECORATIVE POWDER GOATED ALUMINUM 6RILLE. 21. 8"XS" MEDALLION 28. 18" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL SURROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32, 12"X 48" DECORATIVE SHUTTER 33, 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINISHED 51ZE A5 NOTED, REFERENCE STRUCTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEY5TONE 36. 8"XI" PROJEGTED KEY5TONE 31. 6"XI" PROJEGTED KEYSTONE 38. 4"XI" PROJECTED KEY5TONE 3q. 6" GEMENT SIDING A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER er �Zw =mow N ' 0 viz Z ami O Z� O W W Aga �Q� 4 �,y W yao �VS - wow (D 0 o 10 hm dr0 •ww 0!� O P -mw �E �I lUL AN, O y ^ O®� Z Uj icy yj_ M& MCC U o Q O• r •( Z N k .e �; �silrrlll�111y'��` w �; O O � � w CV ++) 04 L "'�~ Imo- n. O O O CQ r -- C4 CV C13 J � >4k O C/) Ca v- O 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, SIR CHECKED: -- EXTERIOR ELEVATION5 5 TRADITIONAL ELEVATION REDWOOD - LEFT Ct Lot 130 Traditional ERedwood Plan 1943 L1. A3.1 URmL ♦��rrr�rrrrrrrrr.rrrr..r•' POINT OUT 4x4 f• Ixb � •••''•••••• i 4x4 Fj 6:12 5LOPE in Ixbk 11-011 ; FRONT 51DE i ''�•1�rrr...rr.rrr.rrrr..rr��♦1 22 m ■ ❑5 FRONT SIDE ♦i• '�� ••Irrrrr..rrr.rrr.��♦ '�� 3 - 6:12 5LOPE ti. 12 6 M E2l :12 SLOPE Al2 UPPER PLATE _ Front Elevation O 2' 4' 8' 1/4" = 1'-0" AT 2204 I/8" = 1'-0" AT IIxl1 ♦��.r.rrrr..rr.rrrrr..r�rr��•• POINT GUT 7 6x6 ■ ■ i - Ixe, i ■ Q ■ 6x6 ■ ■ 12 j IX5 I'-4" 6 FRONT 51DE J •r�rrrr....r.rrrrrrrrrrrrr�� 41�� 3 - - 4* �4* . Fi /ZJ II UPPER FLOOR a 6:12 5LOPE MAIN PLATE MAIN FLOOR 12 �6 6:12 SLOPE FI 1 12 � 6:12 SLOPE 6� Rear Elevation O 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/5" = 1'-0" AT IIxl1 MAIN FLOOR 12 ♦��r..rrrrrr.rrr..�••' 12 6 :♦ 6.. 1.. �: ❑I 6:12 SLOPE 12 ■ - ■ A4 i FRONT 51DE i 12 12 �'••�rrrr�rr.r.rrrrrrr�♦ 6� qb ♦♦ 12 ♦♦ ♦ ♦♦♦ ❑I 6:12 SLOPE ♦ 5 ♦♦♦ 3 UPPER PLATE 112 *+41 4:12 SLOPE ♦♦ �� II ♦♦ 11. 6 UPPER FLOOR '•�� IS. • �'• ;} MAIN PLATE MAIN FLOOR Left Side Elevation - 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxI1 TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF CON5TRUCTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: N N MONOLITHIC CONCRETE 5LAB OVER VAPOR �aw BARRIER. REFER TO STRUCTURAL oz 04 ENGINEERING DRAWING5, TYP. a WINDOWS: Opo ON A. ALL WINDOWS SHALL COMPLY WITH c zm MINIMUM 5TANDARD5 OUTLINED IN p APPLIGA13LE RE5. GHEGK5. c/) a�a B. WINDOW SUPPLIER TO VERIFY AT LEAST W w Wsa ONE WINDOW IN ALL BEDROOMS TO HAVE A Q � � N�� CLEAR EGRE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND W s+ go 20" IN WIDTH; SILL HEI6HT NOT GREATER THAN 44" ABOVE FLOOR. N G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® q'-4" PLATE HEIGHT N.N.D) 1'-0" A.F.F ® 64' PLATE HE16HT (U.N.0) w E. ELEGTRIGAL: W •l ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. O F. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYERic VENT, HOOD VENT, 4 EXHAU5T FAN5. O 6. GEMENTITIOUS FINISH IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF STUD, U.N.D. err» L. ALL EXTERIOR DIMEN510N5 ARE TO FACE OF. GMU OR STUDS UNLE55 OTHERWISE NOTED. c 01 M. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTHER 15E NOTED. EXTERIOR ELEVATION L,,. 4E LEGEND 0 F#1 THE FOLLOWING KEYNOTES REFERENCE THE 5YMBOL5 A5 SHOWN ON PLAN5: I. ROOF PER BUILDER 5PEG5. 2. METAL ROOFING 5Y5TEM.3. IX6 ALUMINUM NRAPPED 4. IX6 ALUMINUM WRAPPED RAKE FA5GIA �`�```1�, ••� .��,�'�� 5. GEMENT PLA5TER FIN15H. „Qo.•' d. ••. �� 6. PROJECTED GEMENT P A5TER FINISH. `.. C AN, 1. 2"X I" PROJECTED TRI :. cy ^ O S. 4"X I" PROJECTED TRIM BAND . 'U Q* - Leo Q q. 6"X I" PROJECTED TRIM BAND -^ ° 4 ®' -e 10. 8"X I" PROJECTED TRIM BAND �M G�•w® " 11. 12"X I" PROJECTED TRIM BAND % '09 N, 0.12. 6' FRIEZE BAND 13. 51MULLATED 5TONE VENEER. r►�r i n e��b:. 14. SIMULATED STONE SILL GAP 15. THIN 5ET BRICK 5OLDIER HEADER. 16. DECORATIVE TRIM PER PROFILE ■ W 11. DECORATIVE CORBEL PER PROFILE 18. DECORATIVE BRACKET PER PROFILE a Iq. 8 SIMULATED WOOD HEADER C= 97 C4 '. 20. 18 X48 SHUTTER (ARCH TOP WHERE 5HOWN). Lm 21. 24" X 46" SHUTTER O 22. 18"X60" SHUTTER (ARCH TOP WHERE 5HOWN) Z 23. IS"X12" SHUTTER (ARCH TOP WHERE SHOWN) O 24. DECORATIVE LOUVER (ARCH TOP WHERE O N � 5HOWN) (D 25. 36" HIGH POWDER COATED ALUMINUM 1C*4 RAILING. 26. DECORATIVE POWDER COATED ALUMINUM Lm GRILLE. dj O 21. 8"X8" MEDALLION� � � 28. 18" DIAMETER MEDALLION N 2q. 12"X12" TILE INLAY W/ QUATREFOIL = M d7 SURROUND CU J ti 30. 8 DIAMETER FAUX CLAY PIPE5. -C-- LL - 31. 1/2" PAINTED REVEAL -�-' 32. 12"X 45" DECORATIVE 5HUTTER 0 33. 12"X 36" DECORATIVE SHUTTER ccC/ 34. DECORATIVE COLUMN 1/2" HARDI FIN15H IT- � O (FINISHED 51ZE A5 NOTED, REFERENCE LO 5TRUGTURAL PLANS FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. 8"XI" PROJECTED KEYSTONE , 31. 6"XI" PROJECTED KEY5TONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 51DIN6 A5 5PEGIFIED BY BUILDER 40. SHAKE SIDING 41. 12"X 60" DECORATIVE SHUTTER pp tl:nw w (n Fm Traditional Elevationw REVD B B 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 WILLOW - LEFT Lot 131 Willow - Plan 2059 A3.1 UWmL BION Rmight Elevation - 0 4' 8' I6' I/8" = 1'-0" AT 2204 1/16" = 1'-0" AT IIxl1 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 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: MONOLITHIG CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL EN6INEERIN6 DRAWIN65, TYP. WINDOWS: A. ALL WINDOWS 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE 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. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; 51LL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.E.F ® q'-4" PLATE HEIGHT (U.N.0) 1'-O" A.F.F ® 8'-1" PLATE HEIGHT N.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METER5 ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: 6:12 SLOPE 6:12 SLOPE PROVIDE BACK DRAFT DAMPERS m DRYER 6:12 5LOPE ❑I6. VENT, HOOD VENT, 4 EXHAUST FAN5. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, 6:12 SLOP U.N.O. L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF I GMU OR 5TUD5 UNLE55 OTHERWI5E NOTED. UPPER PLATE UPPER PLATE,M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 H.H. UNLESS OTHERWISE NOTED. �. EXTERIOR ELEVATION �- LEGEND UPPER LOO PER FLOO E5YMBOL5 MAIN PLAT MAIN PLATE,,THE FOLLOWING KEYNOTES REFERENCE THE WDW. H.H -- W H H A5 SHOWN ON PLAN5: -�-- I. ROOF PER BUILDER 5PE65. ®® 2. METAL ROOFING 5Y5TEM. - - d 3. IX6 ALUMINUM WRAPPED FA5GIA 4. IX6 ALUMINUM WRAPPED RAKE 5. GEMENT PLASTER FINI 6. PROJECTED GEMENT }' 5H. MAIN FLOOR MAIN FLOO 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 ElV II. 12"X I" PROJECTED TRIM BAND Left eat' o n 12. 6" FRIEZE BAND 13. 51MULATED 5TONE VENEER. O 4' S' I6' 14. 51MULATED 5TONE SILL GAP /8" - I' -O" AT 22x34 15. THIN 5ET BRICK 5OLDIER HEADER. I6. DECORATIVE TRIM PER PROFILE 1/16" = 1'-0" AT IIx11 11. DECORATIVE CORBEL PER PROFILE 18. DEGORATIVE BRACKET PER PROFILE Iq. 8" 51MULATED WOOD HEADER 20. IS"X48" 5HUTTER (ARCH TOP WHERE SHOWN). 21. 24" X 48" SHUTTER 22. 18"X60" 5HUTTER (ARCH TOP WHERE 5HOWN) 23. 18"X12" 5HUTTER (ARCH TOP WHERE 5HOWN) 24. DECORATIVE LOUVER (ARCH TOP WHERE SHOWN) 25. 36" H16H POWDER COATED ALUMINUM RAILING. 26. DECORATIVE POWDER GOATEE) ALUMINUM GRILLE. 21. 8"X8" MEDALLION 28. IS" DIAMETER MEDALLION 2q. 12"XI2" TILE INLAY W/ QUATREFOIL 5URROUND 30. 8" DIAMETER FAUX CLAY PIPE5. 31. 1/2" PAINTED REVEAL 32. 12"X 48" DECORATIVE 5HUTTER 33. 12"X 36" DECORATIVE 5HUTTER 34. DECORATIVE COLUMN 1/2" HARDI FIN15H (FINI5HED 51ZE A5 NOTED, REFERENCE 5TRUGTURAL PLAN5 FOR LOAD BEARING GOLUMN5). 35. 12"XI" PROJECTED KEYSTONE 36. S"XI" PROJECTED KEY5TONE 31. 6"XI" PROJECTED KEYSTONE 38. 4"XI" PROJECTED KEYSTONE 3q. 6" GEMENT 510IN6 A5 5PEGIFIED BY BUILDER 40. SHAKE 510IN6 41. 12"X 60" DECORATIVE 5HUTTER Traditional Elevivaation- REVI er MOO w =Z N o evzo O Z Wim= ami O "per OV� (n a a W wgQ D Q�" W "a� � gOa aavSS U (D M�d0 ico0 Lm0,10 E 44i O ��IIIIIt11IJ/// e •. .,ry/� �0 ' .wp u•dN to ^ 00. .. .. • Z • d _ v,, �i�� ., ..•••••'• LU cs rx� se Lm: O O � CV 04 ' r' - L cj) f` ti O O ca ti OJ � - M N ca t4 O cu •� O L0 c- uG:unu" 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, SR CHECKED: -- SIDE ELEVATION5 6-PLEX LOT 126-131 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: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 8 38.1 SQ.IN. 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ, IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 2 38.1 SQ.IN. 76.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D I 0 140.0 SQ.IN. 0.0 SQ. IN BIRCH -A ATTIC VENTILATION AREA 1: ATTIC AREA: 1151 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 552 SQ. IN PROPOSED VENTILATION: 585.0 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 1 8 38.1 SQ.IN. 305.0 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR:7 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 Iso 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 1 7 38.1 SQ.IN. 266.8 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 2 140.0 SQ.IN. 280.0 SQ. IN AREA 2: ATTIC AREA: 132 SQ.FT VENT RATIO: 1/30 REQUIRED VENTILATION: 63 SQ. IN PROPOSED VENTILATION: 76.2 SQ. IN VENT TYPE MFR: 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 mil ATTIC VENTILATION AREA 1: ATTIC AREA: 1347 SOFT VENT RATIO: 1/30 REQUIRED VENTILATION: 647 SQ. IN PROPOSED VENTILATION: 661.2 SQ. IN VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: SOFFIT VENT 10 38.1 SQ.IN. 381.2 SQ. IN UPPER 50% ATTIC SPACE: LAMANCO 770D 1 2 140.0 SQ.IN. 280.0 SQ. IN CE CL CE CE 4'-0" 4'-0" 11 -7 11 4'-0" 4'-Q" 4'-0" 41 -0 II 4'-0" 4'-°° 4--T 11-7-71-1T T 1'-0" ______________________ _ J --_____--___-___- _ _ ------ _------ -------- - _ _ _--- ________-__ TYP. I I' _ AREA 2 AREA 2 (-48-1 AREA 2 AREA 2 N C(1 t! -------------------- - - - ------------------- - - - -------------------- - - -------------- � � 6:12 SLU AREA OF FIRE AREA OF FIRE AREA OF FIRE AREA OF FIRE RESISTANT ROOF / RESISTANT ROOF RESISTANT ROOF RE515TANT ROOF 5HEATHIN6 - NC / SHEATHING - NO 5HEATHIN6 - NO 5HEATHIN6 - NO _ PENETRATIONS PENETRATION5 PENETRATION5 PENETRATION5 -qQ, f ALLOWED IN THI5 ALLOWED IN THI5 f ALLOWED IN THIS ALLOWED IN THIS AREA AREA AREA AREA �u 1 N p AREA I 'Si AREA I AREA 1 AREA I AREA I HVAG BELOW I L 1z bil77 l- I D6E ( �6_ _12 it 5� LOPE Im NOTE: ATTIC AREAS WHICH USE THE 1:300 RATIO HAVE BEEN DESIGNED SO THAT 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED IN THE UPPER PORTION OF THE ATTIC SPACE AND 50% IN THE LOWER PORTION. GENERAL GONTRAGTOR SHALL VERIFY THE NET FREE VENTILATION OF THE VENT PRODUGT 5ELEGTED A6AIN5T TH05E NOTED ABOVE. THE REQUIRED VENTILATION 5HALL BE MAINTAINED. PROVIDE INSULATION STOP 5UGH THAT INSULATION DOES NOT 065TRUGT FREE AIR MOVEMENT A5 REQUIRED BY THE BUILDING OFFICIAL. ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINC75 BETWEEN THE ADJAGENT ATTIG5 IN THE ROOF 5HEATHIN6 (A5 ALLOWED BY THE 5TRUGTURAL CE ENGINEER) TO ALLOW PA55A6E AND ATTIG VENTILATION BETWEEN THE TWO OR 150LATED ATTIG 41-O 41-011 5PAGE5 5HALL BE VENTED INDEPENDENTLY TO / I o IRG/IBG REQUIREMENTS. . - --------------------- I1-011 TYP. OPE 1 L � A � I Am 1 �Q AREA I 1 �� ti cV tine 6:12, 1 5LOPE �/ RI06E I 8" _ r HVAG BELOW HVAG BELOW HVAC BELOW HVAG BELOW L 4 N w / HVAG BELOW - N 5LOP 612 5L- OPEC ,.0 1 ��Q 1 , ------ - - -7/--------------- w�, i -- i 6:12 Q Q q 6112 r 5LOPE(b: 12 6:12 _ Q 6:1 6 12 L -- i SLOPE _5LOPE I P _� �n -- q 5LOPE I 1 SLOPE 0 SLo�PE 5L 1 W- 6.12 - - - - -- ------ - t_---- ------- --- - SLOPE 5L0 -N ------------- N - ------ ------- 41-011 L 41-0 ------4'-°4'-° ,' " ' " - LOT 131 LOT 130 - LOT 129 r LOT 128 LOT 127 LOT 126 WILLOW - L REDWOOD -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" Roof Plan 0 41 8' 161 1/8" = I0 AT 22x34 1' - Traditional, Elevation W cn FM 5 W a wZN w �sW OQS Hwa Hyo ousz ao¢ 07 wNH Z amis O Oa w �a tr Ngo o�N �Q= . Mw 1w Brio D C W'wow O IP E, I� 04'. 0646"e"_ Uj ```��f,►I tll l�lrl///��I r jig;� � FE: e -J 0;.- } • ••V /lilt I1111411��0 I� c � c N Z4 CD CD it 04 r � LO O O ca P-- 04 04 - J ti ILL CD C _ r cc O LO nN: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,JTB CHECKED: ROOF PLAN 6-PLEX LOT 126-131 3m3B=6 H33 HI5 H30 HI5 H33 OI I❑ OPEN TO D Q o CAFE II I III IGRONEN OOO = 0 — Q II ❑ ❑ II Q II 0 O ❑ ❑ ❑❑ Y,1L.1\ VVI"11'101111 I .JI-LVJ/ VYL..1\ 1\VVI SHEATHING AND ROOF FRAMIN6 PER STRUCTURAL MIRROR LAV. LAV. Q = Q � I D I I N 1:11 ❑❑❑0 B. TYPICAL FRAME FLOOR 6ON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR MIRROR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAHING5. G. SLAB ON GRADE FLOOR GONSTRUGTION: LAV. LAV. MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAHIN65, TYP. I I 033 I I HINDOH5: m A. ALL HINDOH5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. GHEGK5. t33j DI'; KANDE DI5 t333 I I DW 5836 024 624 FRIDGE 624 5830 012 5B30 HA5HER/DRYER 51330 51330 B. HINDOH SUPPLIER TD VERIFY AT LEAST NE HINPOH IN ALL VE Kitchen Kitchen Kitchen Bath 2 CLEAR E6RE55 OPE INDROF❑1 50. 5 TO FT. A at Laundry Owners Bath HITH MIN. DIMENSION OF 24" IN HEIGHT AND A B c D — E G 20" IN HIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.E.F ® T-411 PLATE HEIGHT (U.N.0) 1-O" A.F.F ® 6-1 PLATE HE16HT N.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TD THE FACE OF STUD, U.N.D. L ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE5REE5 UNLE55 OTHERN15E NOTED. r =rw 0 oqs N k�a 0 oma ao� 0 cl) Z O "per OV� C/) F Q W o o Q�� W CO)as CT(D Mid O O O OMC to ►�, 00 : -� .. Z cy W �,,; J .. ii � *F. �0 co /ni"rr�le�� ccl ca cIa -7 a w. CD N C/) O cu ti _J 04 = M N co O Co CU s� LO r ki pulfill BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 cn813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: In�� INTERIOR ELEVATIONS terior Elevations HILLOH - RIGHT O 2' 4' 8' 2 ii,i�❑ Lot 126 1/4"= 1'-0" AT 2204 Willow - Plan 2059 1/8" = I' -O" AT 1141 CL A5.1 REVISION UWmR VEIN]] Y,1L.1\ VVI"11'101111 I .JI-LVJ/ VYL..1\ 1\VVI SHEATHING AND ROOF FRAMIN6 PER STRUCTURAL MIRROR LAV. LAV. Q = Q � I D I I N 1:11 ❑❑❑0 B. TYPICAL FRAME FLOOR 6ON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TONGUE $ GROOVE FLOOR 5HEATHING ON FLOOR TRU55E5 OR MIRROR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAHING5. G. SLAB ON GRADE FLOOR GONSTRUGTION: LAV. LAV. MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO STRUCTURAL EN6INEERIN6 DRAHIN65, TYP. I I 033 I I HINDOH5: m A. ALL HINDOH5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RES. GHEGK5. t33j DI'; KANDE DI5 t333 I I DW 5836 024 624 FRIDGE 624 5830 012 5B30 HA5HER/DRYER 51330 51330 B. HINDOH SUPPLIER TD VERIFY AT LEAST NE HINPOH IN ALL VE Kitchen Kitchen Kitchen Bath 2 CLEAR E6RE55 OPE INDROF❑1 50. 5 TO FT. A at Laundry Owners Bath HITH MIN. DIMENSION OF 24" IN HEIGHT AND A B c D — E G 20" IN HIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.E.F ® T-411 PLATE HEIGHT (U.N.0) 1-O" A.F.F ® 6-1 PLATE HE16HT N.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT $ METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TD THE FACE OF STUD, U.N.D. L ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLE55 OTHERN15E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE5REE5 UNLE55 OTHERN15E NOTED. r =rw 0 oqs N k�a 0 oma ao� 0 cl) Z O "per OV� C/) F Q W o o Q�� W CO)as CT(D Mid O O O OMC to ►�, 00 : -� .. Z cy W �,,; J .. ii � *F. �0 co /ni"rr�le�� ccl ca cIa -7 a w. CD N C/) O cu ti _J 04 = M N co O Co CU s� LO r ki pulfill BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 cn813 265 4808 JOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: In�� INTERIOR ELEVATIONS terior Elevations HILLOH - RIGHT O 2' 4' 8' 2 ii,i�❑ Lot 126 1/4"= 1'-0" AT 2204 Willow - Plan 2059 1/8" = I' -O" AT 1141 CL A5.1 REVISION UWmR )Not Used / • 1 5HELF ROD (� 00 Q 00 0 E] WA5HER/DRYER E Laundry n 624 021 RANGE 021 524 B Kitchen �v 51321 015 51327 V5B36 012 V5536 Bath 2 Owners Bath F G C Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF G0N5TRUGTION: FULL 5HIN6LE OR CONCRETE TILE ROOF (5TYLE DEPTH VARIES PER COMMUNITY 50 ECS) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B TYPICAL FRAME FLOOR N GO STRUCTION• H24 H21 kq3o H21 kq24 Fm www.bsbdesign.com FLOOR 5HFATHIN6 ON FLOOR TRU55E5 OR 100 Main St. Suite 209 FLOOR J015T5 A5 NOTED ON 5TRUGTURAL 813 265 4808 DRAWINGS. JOB NO: 02A 4020 PROJ MGR: JF G. SLAB ON GRADE FLOOR GON5TRUGTION• `Q MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL p =z� ENGINEERING DRAWINGS, TYP. Nor WZa WINDOWS: 00o mow¢ A. ALL WINDOWS SHALL COMPLY WITH n 624 021 RANGE 021 524 B Kitchen �v 51321 015 51327 V5B36 012 V5536 Bath 2 Owners Bath F G C Kitchen TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF G0N5TRUGTION: FULL 5HIN6LE OR CONCRETE TILE ROOF (5TYLE DEPTH VARIES PER COMMUNITY 50 ECS) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B TYPICAL FRAME FLOOR N GO STRUCTION• BSB FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE Fm www.bsbdesign.com FLOOR 5HFATHIN6 ON FLOOR TRU55E5 OR 100 Main St. Suite 209 FLOOR J015T5 A5 NOTED ON 5TRUGTURAL 813 265 4808 DRAWINGS. JOB NO: 02A 4020 PROJ MGR: JF G. SLAB ON GRADE FLOOR GON5TRUGTION• `Q MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO STRUCTURAL p =z� ENGINEERING DRAWINGS, TYP. Nor WZa WINDOWS: 00o mow¢ A. ALL WINDOWS SHALL COMPLY WITH o U) wNi MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5 CHEGK5 Oo� F91 F= W a 0I2 0I2 B24 FRIDGE 624 B. WINDOW 5UPPLIER TO VERIFY AT LEA5T ui > ONE WINDOW IN ALL BEDROOMS TO HAVE A a � Ki o t c h e n CLEAR E6RE55 OPENING OF 5.1 50. FT. C Q �" D __ WITH MIN. DIMEN51ON OF 24" IN HEI6HT AND W "� 20" IN WIDTH; SILL HEIGHT NOT 6REATER N¢ THAN 44" ABOVE FLOOR. N - € o G. TYPICAL WINDOW HEAD HE16HT: 8'-0" A.F.F ® q'-4 PLATE HEIGHT (U.N.0) 1'-0" A.F.F ® 8'--1" PLATE HE16HT (U.N.0) E. ELECTRICAL: :N ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; Mid CONTRACTOR TO VERIFY. F. HVAC: 0 PROVIDE BACK DRAFT DAMPER5 ® DRYER ic VENT, HOOD VENT, & EXHAU5T PAN5. G 0 . GEMENTITIOU5 FIN15H INSTALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, Lm U.N.O. Ian L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF ■■ GMU OR 5TU05 UNLE55 OTHERN15E NOTED. $m. 0 M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 0 UNLE55 OTHERWISE NOTED. , Lm >%1E 0 • �• C l'i" �.•• i - cc: vr co � dry, � •�' � a� N CV LIMcn P-- (3) ' o 0 c�a o J M N C0 - J 1-- O Ica - U _� C L0 O (v w � NMI Interior Elevafions�l O 2' 4' 8, 1/4" = 1'-0" AT 2204 /8" = 1'-0" AT IIA -T Uj am : R ISI INTERIOR ELEVATION5 REDWOOD - R16HT Lot 127 Redwood - Plan 1943 BSB DESIGN Fm www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02A 4020 PROJ MGR: JF DRAWN: ST CHECKED: Interior Elevafions�l O 2' 4' 8, 1/4" = 1'-0" AT 2204 /8" = 1'-0" AT IIA -T Uj am : R ISI INTERIOR ELEVATION5 REDWOOD - R16HT Lot 127 Redwood - Plan 1943 A Fo er =Z� I TYPICAL CONSTRUCTION ASSEMBLIES: o A. TYPICAL ROOF 6ON5TRUGTION: FULL DEPTH Na 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIES, PER COMMUNITY 5PEG5) OVER ROOF W24 WI5 W30 WI5 W24 O WI5 P6 WI5 SHEATHING AND ROOF FRAMING PER �I ID 0'Z STRUCTURAL. B.. PIGAL FRAME FLOOR GON5TRUGTION: TO OWNERS OQ OPEN TO❑I FAMILY I FIN15H FLOORIN6 ON 3/4" TON6UE $ 6ROOVE FLOOR 5HEATHINC7 ON FLOOR TRU55E5 OR TO ENTRY j OWNERS ROOM FLOOR J015T5 A5 NOTED ON 5TRUGTURAL n- (3ENTRY - o I I I IGRO/VE I I I I DRAYVIN65. G. �A6 ON 6RAOE FLOOR GON5TRUGTION: � � MONOLITHIC CONCRETE SLAB OVER VAPOR I I 000 F-91 � I I � _� � I I = � I BARRIER. REFER TO STRUCTURAL ENGINEERING DRAWIN65, TYP. WINDOWS• A Fo er 0 m m A. ALL WINDOWS SHALL COMPLY WITH o cn Ld U U rnllda IU000 m� o z MINIMUM STANDARDS OUTLINED IN p Z APPLICABLE RE5. GHEGK5. U) F= < 624 DI5 RAN6E 0I5 624 B24 51336 DW 0I5 FRIDGE 615 B. WINDOW SUPPLIER TO VERIFY AT LEA5T ui > 43 _ LU 21< ONE Kitchen CLEARNE6RE55 OPENOkq IN ALL BINDRO 05.1 5Q. FT. A G Kitchen Kitchen C --. WITH MIN. DIMENSION OF 24" IN HEIGHT AND w D E 20" IN WIDTH; SILL HE16HT NOT 6REATER � six aair THAN 44 ABOVE FLOOR. N - I I. I I I I I Zo G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® T-4" PLATE HEIGHT N.N.0) T -O" A.F.F ® 6-1" PLATE HEIGHT N.N.0) E. ELEGTRIGAL• ALL ELEGTRI Al Q 0 G AND MECHANICAL EQUIPMENT d METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONOITION5; CONTRACTOR TO VERIFY. MIRROR MIRROR F. HVAC.0 PROVIDE BACK DRAFT DAMPERS ® DRYER 0 C VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITUS FINI5H10 LAV. LAV. LAV. LAY. INSTALL PER LOCAL CODE ih n II nI] I� tY� =Z� I a o Na O 0'Z 0 m m A. ALL WINDOWS SHALL COMPLY WITH o cn Ld U U rnllda IU000 m� o z MINIMUM STANDARDS OUTLINED IN p Z APPLICABLE RE5. GHEGK5. U) F= < 624 DI5 RAN6E 0I5 624 B24 51336 DW 0I5 FRIDGE 615 B. WINDOW SUPPLIER TO VERIFY AT LEA5T ui > 43 _ LU 21< ONE Kitchen CLEARNE6RE55 OPENOkq IN ALL BINDRO 05.1 5Q. FT. A G Kitchen Kitchen C --. WITH MIN. DIMENSION OF 24" IN HEIGHT AND w D E 20" IN WIDTH; SILL HE16HT NOT 6REATER � six aair THAN 44 ABOVE FLOOR. N - I I. I I I I I Zo G. TYPICAL WINDOW HEAD HEIGHT: 6-0" A.F.F ® T-4" PLATE HEIGHT N.N.0) T -O" A.F.F ® 6-1" PLATE HEIGHT N.N.0) E. ELEGTRIGAL• ALL ELEGTRI Al Q 0 G AND MECHANICAL EQUIPMENT d METERS ARE SUBJECT TO RELOCATION DUE TO FIELD GONOITION5; CONTRACTOR TO VERIFY. MIRROR MIRROR F. HVAC.0 PROVIDE BACK DRAFT DAMPERS ® DRYER 0 C VENT, HOOD VENT, 8 EXHAUST FANS. 6. GEMENTITUS FINI5H10 LAV. LAV. LAV. LAY. INSTALL PER LOCAL CODE ih n II nI] I� tY� H. DIMENSIONS ARE TO THE FACE OF STUD, ANN 4 U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLESS OTHERWISE NOTED. O M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 WASHER/DRYER 51330 5530 I V5536 DIS V5636 UNLESS OTHERWISE NOTED.Lm F Laundry vtsatn z H owners Bath Interior Elev O 2' 4' S' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT UP I a H. DIMENSIONS ARE TO THE FACE OF STUD, ANN 4 U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR STUDS UNLESS OTHERWISE NOTED. O M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 WASHER/DRYER 51330 5530 I V5536 DIS V5636 UNLESS OTHERWISE NOTED.Lm F Laundry vtsatn z H owners Bath Interior Elev O 2' 4' S' 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT UP REVISI+ FM •��••••••�00 �I 44 c x 474 . Y se Go CD O k. O C\1 -(D CV `n r- o C � o O J CN � = M CV CUO J~ (� CU L .LO CU O mnn�m B B 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 BIRGH - LEFT Lot 128 Birch Plan 1832 A5.1 DN 0 REVISI+ FM •��••••••�00 �I 44 c x 474 . Y se Go CD O k. O C\1 -(D CV `n r- o C � o O J CN � = M CV CUO J~ (� CU L .LO CU O mnn�m B B 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 BIRGH - LEFT Lot 128 Birch Plan 1832 A5.1 DN i A Foyer r WASHER/DRYER F Laundry W24 WI5 W30 WI5 W24 MIRROR MIRROR LAV. LAV. LAV. LAY. I, -�p [111 CiC 0 y pip TO OWNER5 ENTRY 17 o � eJ i A Foyer r WASHER/DRYER F Laundry W24 WI5 W30 WI5 W24 MIRROR MIRROR LAV. LAV. LAV. LAY. I, -�p [111 CiC 0 y pip 5830 5530 V51336 D18 V51336 Bath 2 Owners Bath (H § D ) Kitchen FULL DEPTH WI5 W3q H15 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION• 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUCTION• FIN15H FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. 5LA5 ON GRADE FLOOR GON5TR1,16TION• MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDOWS: A. ALL WINDOW5 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. DIMEN51ON OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. C. TYPICAL WINDOW HEAD HEIGHT: E'-0" A.F.F @ q'-4" PLATE HEIGHT (U.N.0) 1'-0" 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 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H IN5TALL PER LOCAL GODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF CMU OR STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. Cn — Fm InteriorElevations O2, 4' 8, 1/4" = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxl7 Uj am REVIS16 T WZw 0 u7 a�a z 0 Wx (n F a U p W M Wga Q N�U a� W Na� Zoa aQrn waw a O10 .0 0 �E 0, 0` +�� *N ••• �ps/ �j 1 .`��•cn ® O Q,,W Z C11 w ...�; .J tr • Y/ ��•5O O �d v t� �• ��I/�rl1r111j1�a >.. o a Lm 0 N � C`V Ir C/)Lmr- ��,o O-J� , M Cq C6J~ LJ._ O U) CU (U v— CU O � CL Inapt ffiv SHIP �IHIIIIIIIrI 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 BIRCH - R16HT Lot 129 Birch - Plan 1832 I� TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUCTION: FULL 5HIN6LE OR CONCRETE TILE ROOF (STYLE ---- I I DEPTH vaal>=C, PPa r.nMN UTY CPPrA) 0\/PQ PnnF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAW065, TYP. WINOOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARO5 OUTLINED IN APPLICABLE RE5. CHEGK5. 624 021 RANGE 021 624 1 524 012 5536 DW Bq B24 FRIDGE B24 0I2 0I2 B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A Not Used Kitchen Kitchen Kitchen CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND !1 I B c D 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT N.N.D) T -O" A.F.F ® 64' PLATE HE16HT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL O I 1 OPEN TO FAMILY ROOM H24 H21 H30 H21 H24 CiC ..0000 O D 1��C aa�oo Bath 2 SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAW065, TYP. WINOOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARO5 OUTLINED IN APPLICABLE RE5. CHEGK5. 624 021 RANGE 021 624 1 524 012 5536 DW Bq B24 FRIDGE B24 0I2 0I2 B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A Not Used Kitchen Kitchen Kitchen CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND !1 I B c D 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT N.N.D) T -O" A.F.F ® 64' PLATE HE16HT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL O I 1 OPEN TO FAMILY ROOM V553(9 012 CiC ..0000 O D 1��C aa�oo Bath 2 SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON STRUCTURAL DRAWINGS. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING ORAW065, TYP. WINOOW5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARO5 OUTLINED IN APPLICABLE RE5. CHEGK5. 624 021 RANGE 021 624 1 524 012 5536 DW Bq B24 FRIDGE B24 0I2 0I2 B. WINDOW SUPPLIER TO VERIFY AT LEA5T ONE WINDOW IN ALL BEDROOMS TO HAVE A Not Used Kitchen Kitchen Kitchen CLEAR E6RE55 OPENING OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEIGHT AND !1 I B c D 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HEIGHT N.N.D) T -O" A.F.F ® 64' PLATE HE16HT (U.N.O.) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL O I 1 LU VIF 1'ILIV 1 % I'IL I LIC7 /"\ICC.. 71/DJLLi I IU RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS 0 DRYER VENT, HOOD VENT, 8 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 STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES WASHER/DRYER LAV. LAV. V553(9 012 CiC ..0000 O D 1��C Bath LU VIF 1'ILIV 1 % I'IL I LIC7 /"\ICC.. 71/DJLLi I IU RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAG: PROVIDE BACK DRAFT DAMPERS 0 DRYER VENT, HOOD VENT, 8 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 STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DEGREES WASHER/DRYER 51321 0I5 5827. V553(9 012 V5536 UNLESS OTHERWISE NOTED. Laundry Bath 2 Uj 0 Interior Elevations® O 2' 4' 8' 1/4" = 1'-0" AT 2204 /S" = I'-0" AT IIxI1 LU a. MIRRORREVISIO tl' .Z� w 04 oas o 02Z Lei a O Z�N= 1i7 amu O Zp�JJ 1. BUJ W Wcc W Nao aaN F- L'' o 0 icO10 0 .r. -INN"Au 0 ��1111i111////0 6 000 *0 Y14 -z' Oo • oe P m" 4 O: I�;•w�reeeN(�i��o�r��0�� cz Lm o 04 � N Lm cj) 0 0 0 J N O M CV O - � LL O co cu (D r O Lc) Iwo pNNuu BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROD MGR: JF DRAWN: ST CHECKED: INTERIOR ELEVATIONS REDWOOD - LEFT Lot 130 Redwood - Plan 1943 5ml URmL H33 H30 H15 W33 000 — II D D II ao Q00 1333 0I5 RANGE 0I5 1333 A Kitchen Kitchen 524 FRIDGE 524 Kitchen 5HELF ROD p 00 0 00 0 : ■ 1NA5HER/DRYER Laundry E ee P35ee • 5630 Owners Bath TVnIn A l !"►AI►I�T�1 1/�T1�11►1 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 8 6ROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWING5. G. 5LA13 ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHE611<5. 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 WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: V-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 5'-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. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF CMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. F LL (fo Interior Elevations5 LL CL REVISI O 2' 4' 8' uti 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI 1 et wZw _ O oas N ��a C) � L0 z �N= O �0� 0� u.i o W U�a D q�N W Nad � aoa � �JN " O�c:" q O 0 >E O LL CY o ® �0�� %0 1�� .y.�\.�•.•s �� `tea, 'ell��I1111110� cc N Z a o C14 C-4 ti CU c> O LO o J N � m C cu —i ti C:> cu C= 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 CHECKED: -- INTERIOR ELEVATION5 WILLOW - LEFT Lot 131 Willow - Plan 2059 .1 UWmL KIM]] 524 FRIDGE 524 Kitchen 5HELF ROD p 00 0 00 0 : ■ 1NA5HER/DRYER Laundry E ee P35ee • 5630 Owners Bath TVnIn A l !"►AI►I�T�1 1/�T1�11►1 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: SHINGLE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMIN6 PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR CONSTRUCTION: FIN15H FLOORING ON 3/4" TONGUE 8 6ROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWING5. G. 5LA13 ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. WINDOW5: A. ALL WINDOW5 5HALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHE611<5. 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 WIDTH; SILL HEIGHT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: V-0" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ® 5'-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. HVAG: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 6. GEMENTITIOU5 FINISH IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF CMU OR STUDS UNLE55 OTHERWI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWISE NOTED. F LL (fo Interior Elevations5 LL CL REVISI O 2' 4' 8' uti 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI 1 et wZw _ O oas N ��a C) � L0 z �N= O �0� 0� u.i o W U�a D q�N W Nad � aoa � �JN " O�c:" q O 0 >E O LL CY o ® �0�� %0 1�� .y.�\.�•.•s �� `tea, 'ell��I1111110� cc N Z a o C14 C-4 ti CU c> O LO o J N � m C cu —i ti C:> cu C= 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 CHECKED: -- INTERIOR ELEVATION5 WILLOW - LEFT Lot 131 Willow - Plan 2059 .1 UWmL vuildin Section .61 UPPER_PLATE 0 L� 01 m +0'-O" MAIN FLOOR ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: SHINGLE OR GONGRETE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PEG5) OVER ROOF 5HEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRU6TION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRANIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIG GONGRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOWS 5HALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEA5T 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; SILL HE16HT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPIGAL WINDOW HEAD HEIGHT: 8'-0" A.F.F ® q'-4" PLATE HEIGHT N.N.0) 1'-0" A.F.F ® 64' PLATE HEIGHT (U.N.0) E. ELEGTRIGAL: ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT d METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRAGTOR TO VERIFY. F. HVAG: PROVIDE BAGK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, $ EXHAU5T FANS. G. GEMENTITIOU5 FIN15H IN5TALL PER LOGAL GODS H. DIMENSIONS ARE TO THE FAGE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FAGE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERNI5E NOTED. Sections - 0 Z' 4' 8' 1/4" = 1'-0" AT 22x34 I/S" = 1'-0" AT IIxl7 Fm LU Uj ov Lm IU)0 0P i O "'N4, °.W AN, r ,,,,. • 50Ar CO)fr�Cvr• �r . � �j ••srN.r` ��' co Lm � CD .. O -� O N cn ,O OJ0 cu��, N M CNO CU J ti Ll O 0 co u � r O LO .. N Gyri 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 - RI6HT Lot 126 Willow - Plan 2059 )1km2UW=R 2 �suiiain section I rA I Sections O 2' 4' 8' 1/4 = 1'-0" AT 22x34 I/8" = 1'-0" AT IIxl7 ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRU6TURAL DRAP065. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRU6TURAL ENGINEERING DRAP065, TYP. WINDOWS: 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 OPENIN6 OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-O" A.F.F ® q'-4" PLATE HE16HT (U.N.0) 1'-0" A.F.F ®8'-1" PLATE HE16HT (U.N.0) E. ELEGTRIGAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT 8 METER5 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. CEMENTITIOU5 FIN15H IN5TALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF 5TUD, U.N.O. L. ALL EXTERIOR DIMEN51ON5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERN15E NOTED. M. ALL AN6LED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. LU Uj (L REVIS10ANREVISIONIN 2UR-R �r WZN .- =a o =Z� oa> O)=a Ln cn ate" zm� 0 (n a a W W8 < LL F— �r 3 alr, W "OO Jia CO) W M�da c a 4-J II „ ry a i •.ice. ••ti! CCC LL. �•. Q 0•�: V. ►iii► rw vIlk isecz Lm ' z a O jq� O CV cn r ti o c ti f MN CO CU J LL O co Ca C L0 c r r • WIN g 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: - 5E6TION5 REDWOOD - RIGHT Lot 127 Redwood - Plan 1943 (:2 Building Section A. TYPICAL ROOF 601\15TRUGTION: SHINGLE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER 5TRUGTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FINISH FLOORING ON 3/4" TONGUE 4 GROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR JOISTS A5 NOTED ON STRUCTURAL DRAWIN65. G. SLAB ON 6RADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR � Z<" BARRIER. REFER TO 5TRUGTURALo � =~W oQs EN6INEERIN6 DRAWIN65, TYP.�o WINDOW5: A. ALL WINDOWS 5HALL COMPLY WITH �' o W MINIMUM 5TANDARD5 OUTLINED IN cnm� 0 APPLICABLE RE5. GHEGK5. aQ< B. WINDOW 5UPPLIER TO VERIFY AT LEA5T w —8< ONE WINDOW IN ALL BEDROOMS TO HAVE A ~ 4x rr 1* �g6 CLEAR E6RE55 OPENING OF 5.�1 50. FT. 4 WITH MIN. DIMEN510N OF 24" IN HEIGHT AND w spa 20" IN WIDTH; SILL HE16HT NOT GREATER (_/) w� THAN 44" ABOVE FLOOR. N - E. o G. TYPICAL WINDOW HEAD HEIGHT: S' -O" A.F.F ® q'-4" PLATE HEIGHT N.N.0) T -O" A.F.F ® 5'-1" PLATE HEIGHT (U.N.0) E. ELEGTRIGAL ALL ELECTRICAL AND MEGHAN16AL EQUIPMENT 4 METERS ARE 5UBJEGT TO RELOCATION DUE TO FIELD GONDITION5; CONTRACTOR TO VERIFY. F. HVAC: 0 PROVIDE BACK DRAFT DAMPER5 ® DRYER" VENT, HOOD VENT, 4 EXHAUST FANS. 6. GEMENTITIOU5 FIN15H O IV INSTALL PER LOCAL CODE. CMAI H. DIMEN51ON5 ARE TO THE FACE OF 5TUD, U.N.O. L., L. ALL EXTERIOR DIMENSIONS ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERWISE NOTED. „ ^* M. ALL ANGLED PARTITION5 ARE 45 DE6REE5 , UNLE55 OTHERN15E NOTED. • - ' `♦♦♦�aaaa a i r r rr�� 0 6 qt 00 r r _ r o191- •• CO r� •� I �0 A • 4� YY +1 O 04 .� 04 C'o I~ ago oJ�� KV CNfl - J Lj O cu C FMLO � c- 0- A. Sections BSB O 2' 41 DESIGN in H www.bsbdesign.com 1/4" = 1'-0" AT 22x34 100 Main St. Suite 209 I/8" - - I'-0" AT IIXI7 Safety Harbor, Florida 34695 � 813 265 4808 JOB NO: 02J14020 PROD MGR: JF DRAWN: ST CHECKED: 5EGTION5 BIRCH - LEFT Lot 128 UU Birch - Plan 1832 REVIsfbk 5m2UBmL 2 Building Section 1 10. ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (5TYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF SHEATHING AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORIN6 ON 3/4" TONGUE 4 GROOVE FLOOR 5HEATHINC7 ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRU6TURAL DRANIN65. G. 5LAB ON GRADE FLOOR 0ON5TRUGTION: MONOLITHIC CONCRETE 5LAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWIN65, TYP. WINDON5: A. ALL WINDOW5 SHALL COMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENING OF 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: 6-0" A.F.F ® q'-4" PLATE HE16HT N.N.0) T -O" A.F.F ® 64' PLATE HE16HT (U.N.0) E. ELECTRICAL: ALL ELECTRICAL AND MECHANICAL EQUIPMENT d METER5 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 INSTALL PER LOCAL CODE. H. DIMEN5ION5 ARE TO THE FACE OF STUD, U.N.O. L. ALL EXTERIOR DIMEN5ION5 ARE TO FACE OF GMU OR 5TUD5 UNLE55 OTHERAI5E NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERWI5E NOTED. Sections IN 2 ■ I ' 4' S' NEIIII ■ ME 1/4" = 1'-0" AT 22x34 I/S" = I'-0" AT IIxI1 wZ� o =Z � Q s N ��n 0) O &W¢ Ln ao Q Z O W _ 9; z W F- Cr o9� a� W N aa� N _ n < Xng W O OC 0 Lm 0 k >%E 0 mrm -17, M " 4�e.� ,,Q� .• •. /e! ri •,W Cu w p• Fa,: '' ° . o. co to jtvme '14R-) as cc Acz 0 O CO CV (1) 04 `/) LmO cLO c tt7 o J r" O cc ) ca ID O "iuuum B 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 - R16HT Lot 129 Birch - Plan 1832 5 (:2 Building Section IoUPPER 0 +0'-O" MAIN 1= TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPICAL ROOF GON5TRUGTION: 5HIN6LE OR CONCRETE TILE ROOF (STYLE VARIE5, PER COMMUNITY 5PEG5) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER STRUCTURAL. B. TYPICAL FRAME FLOOR (ON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE 4 6ROOVE FLOOR 5HEATHIN6 ON FLOOR TRU55E5 OR FLOOR JOIST5 A5 NOTED ON 5TRUGTURAL DRAWIN65. G. SLAB ON GRADE FLOOR GON5TRUGTION: MONOLITHIC CONCRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWINGS, TYP. KNOOW5: A. ALL WINDOWS SHALL COMPLY WITH MINIMUM STANDARD5 OUTLINED IN APPLICABLE RE5. GHEGK5. B. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR E6RE55 OPENIN6 OF 5.150. FT. WITH MIN. DIMEN51ON OF 24" IN HEI6HT AND 20" IN WIDTH; SILL HE16HT NOT 6REATER THAN 44" ABOVE FLOOR. G. TYPICAL WINDOW HEAD HEIGHT: 8'-0" A.F.F @ 9'-4" PLATE HEIGHT (U.N.0) T -O" A.F.F ®8'-1" 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. HVA(: PROVIDE BACK DRAFT DAMPERS ® DRYER VENT, HOOD VENT, 4 EXHAU5T FAN5. 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 STUDS UNLE55 OTHERWISE NOTED. M. ALL ANGLED PARTITIONS ARE 45 DE6REE5 UNLE55 OTHERN15E NOTED. 11 Ca Sections �o i O Z' 4' 8' N (Y '— 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxI1 m WNN 2w Z�w � = J OQ� 0z ao z z gym; O €o P < 9; z LU w<J< li V O =iN 4�� 5ONO "z a10 w - M WOZ e. c 0 100 u >% • • II • w U. �• r g �Ny W J r.. T. Q 0IFgo: Ui k •• .� 1 II. `c I1• o N D N U~ O NCN LJ LL O O � � Cn ca O L0 c - 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: -- 5EGTION5 REDWOOD LEFT Lot 130 Redwood - Plan 1943 CL A5.2 REVISION URmL TYPICAL CONSTRUCTION ASSEMBLIES: A. TYPIGAL ROOF GON5TRUGTION: 5HIN6LE OR GONGRETE TILE ROOF (STYLE VARIE5, PER GOMMUNITY 5PE65) OVER ROOF 5HEATHIN6 AND ROOF FRAMING PER 5TRUGTURAL. B. TYPIGAL FRAME FLOOR GON5TRUGTION: FIN15H FLOORING ON 3/4" TONGUE $ 6ROOVE FLOOR SHEATHING ON FLOOR TRU55E5 OR FLOOR J015T5 A5 NOTED ON 5TRUGTURAL DRAWINGS. G. SLAB ON GRADE FLOOR 0ON5TRUGTION: MONOLITHIG GONGRETE SLAB OVER VAPOR BARRIER. REFER TO 5TRUGTURAL ENGINEERING DRAWING5, TYP. WINDOWS: A. ALL WINDOW5 SHALL GOMPLY WITH MINIMUM 5TANDARD5 OUTLINED IN APPLIGABLE RE5. GHEGK5. B. WINDOW 5UPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A GLEAR E6RE55 OPENIN6 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: 6-0" A.F.F ® 9'-4" PLATE HE16HT (U.N.0) 12 12 1'-0" A.F.F ® 64' PLATE HEIGHT (U.N.0) 6 E. ELEGTRIGAL: 6 ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT $ METERS ARE 5UBJEGT TO RELOGATION DUE TO FIELD GONDITION5; GONTRACTOR TO VERIFY. 12 SEE 5TRUGTURAL DRAWINGF. HVAC: S TO VERIFY TRU55 DIREGTION PROVIDE BACK DRAFT DAMPERS ®DRYER VENT--- 6 6. GEMT, HO D VENT, $ EXHAU5T FANS. IN5TALL PER LOCAL CODE. H. DIMENSIONS ARE TO THE FACE OF 5TUD, U.N.O. $UPPER PLATE UPPER PLATE L. ALL EXTERIOR DIMEN5ION5 ARE TO FAGE OF - GMU OR 5TUD5 UNLE55 OTHERN15E NOTED, M. ALL ANGLED PARTITION5 ARE 45 DEGREES UNLE55 OTHERN15E NOTED. O d� e T � b- mak- MA v Building Section UU PPER PLATE O cq UPPER FLOOR MAIN PLATE v +0'-0" MAIN FLOOR Sections 0 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 REVISI Uj CnimLU er O �z wZN =Z� w ��a U 0 O fn xa WW< ao 2 Z 0z@1 m� x cn a LU IH w m EnZ UQ W a � r +0'-0" MAIN FLOOR Sections 0 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIxI1 REVISI Uj CnimLU er O wZN =Z� w ��a U 0 O fn xa WW< ao 2 Z 0z@1 m� cn a LU IH w EnZ UQ W a � D50 a� W � a$N Nw C0 _ a Woo O a10 C W M 0 O O 0%%%11111/j/ .�� •W LL. • .. ... *ICy ,. • © v P4 go C4 © U AI O O CN "' '�- O � .� C = M CV CLQ CU J ~ Ll.. O =3 Ca r .� C- 1 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02%14020 PROJ MGR: JF DRAWN: ST CHECKED: -- 5EGTION5 WILLOW - LEFT Lot 131 Willow - Plan 2059 A5.2UWmL 3OA/2P N -3R \ WP/6FI Great Roo \ Lanai I PROVIDE ADEQUATE SUPPORT A PREWIRE Yq'/6FI LI�6FfT� I +65" 1 3 Cafe A2 LU COACH LIGHT • 11 -Pafit ° =----L — -------- - c7FI I \ 0 0 0 I ' — — — I �1�1,1111CCC"'777YYY I i I Kitchen I ! I I wder \ - M1 F1 FI 3OA/2P \ 2 N -3R i 2 -Car Garaqe! / ELECT. ELECT. i PALL METER i P) 1 --- f-- ------------1 / FIRE BELL +100" A.F.F. FIRE 5PRINKLER PUMP IN5TALL PER / MANUFACTURE'S 5PEG. 6FI F--- 1---------------- I COACH _.. _.._.-.� . �._..•-'` COACH LIGHT L16HT Main E Electrical Plan - 0 2: 4: 8: ��.■� 1/4" = 1'-0" AT x34 II n ELECTRICAL KEY ELECTRICAL NOTES: �$ SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL �Wp WEATHERPROOF DUPLEX OUTLET 6OVERNIN6 CODES 2. PROVIDE AND INSTALL GROUND FAULT %61FI GROUND -FAULT GIRGUIT-INTERRUPTER CIRCUIT-INTERRUPTER5 (6FI) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETIN6 HALF-5WITGHE0 DUPLEX OUTLET THE REQUIREMENTS OF ALL 60VERNIN6 CODES. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, 51N6LE PHASE, 15 -$20 -AMPERE ® SPECIAL PURPOSE OUTLET/JUNCTION BOX BRANCH GIRGUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT LIVIN6 AREAS :Q: DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A L15TED ARG -FAULT 220V 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION TYPE TO PROVIDE PROTECTION OF THE ENTIRE BRANCH ® OVERHEAD DUPLEX CIRCUIT PER CODE. WALL 4. ELECTRICAL CONTRACTOR TO PROVIDE SWITCH REQUIRED DIRECT HOOK-UP5/GUTOFF5. THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERM05TAT �-4 FOUR-WAY 5WITGH LOGATION5. 6. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT �-R RHE05TAT 5WITGH (I.E. FURNAGE5, A/C UNIT5, ELECTRICAL PANELS, DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HEATER5) ARE SUBJECT TO QJ REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD GONDITION5. 1. 5WITGHE5 AND CIRCUITS, FOR OPTIONAL GEILIN6 MOUNTED INCANDESCENT ELECTRICAL NOT 5HOWN, COORDINATE LIGHT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INGANDE56ENT 8. NO D15P05AL IN/ SEPTIC SYSTEM. L16HT FIXTURE -� RECESSED INCANDESCENT LIGHT FIXTURE RECE55ED ADJUSTABLE EYEBALL ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: INGANDE5GENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER 48" TO 61- LINCANDESCENT � pC . INCANDESCENTLIGHT FIXTURE WITH PULL GRAIN ........ WALL OUTLETS OVER COUNTER ....... 48" TO GL EXIT L16HT REMAININ6 5WITGHE5 ............. 48" TO GL EMERGENCY LIGHT WALL OUTLETS .................. 12"TO GL BATH VANITY BRACKET OUTLET 2 FLUORESCENT L16HT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TD GL FLUORE5GENT L16HT FIXTURE ITER SOFTENER AND SUMP OUTLETS 4W TO GL WITH PULL CHAIN TELEPHONE OUTLETS .............. 12"TO GL TRACK L16HT TELEV15ION OUTLETS ..............12" TO GL L16HT BAR EXTERIOR 6FI OUTLETS .............12" TO GL Q EXHAUST FAN (VENT TO EXTERIOR) GARAGE 6FI (ABOVE GARAGE FLOOR) 48" TO GL EXHAUST FAWL16HT COMBINATION BASEMENT WALL OUTLETS .......... 48" TO GL (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT .........12" TO CL y EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) GARAGE DOOR COACH LIGHT, (ABOVE 6ARA6E FLOOR) ....... 84" TO GL CH CHIMES 64" TO BTM �EPB PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE .....OF FIXTURE sD SMOKE DETECTOR 96" TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE HD HEAT DETECTOR....... THERMOSTAT ............ 54" TO GL Co Co DETECTOR DOORBELL CHIMES ...............84" TO GL OCO.SD GAR13ON MONOXIDE DETECTOR PV LEVELHANDLE AND SMOKE DETECTOR DOORBELL BUTTON • • • • • • • • •DR Q THERMOSTAT KITCHEN HOOD FAN 'WHIP' . .......... 66" TO GL ® SPEAKER KITCHEN WALL HUNG MIGROWAVE OUTLET ...................... 16"TO GL b TELEPHONE KITCHEN 1?15HWA5HER RECEPTACLE ... UNDER SINK N COMPUTER KITCHEN RANGE ..................24"TO GL Q TELEVISION KITCHEN REFRI6ERATOR" ...........48 TO GL 0 ELECTRIC METER WA5HER/DRYER OUTLET ............ 48" TO GL �— ELECTRIC PANEL GL = CENTER LINE GEILIN6 FAN = FIELD VERIFY 2 = MASTER BATH STANDARD 30" H161-1 (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RA15ED 4" GEILIN6 FAN WITH INGANDE5CENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) Upper Floor Electrical Plan O 2' 4' 8' 1/4" = 1'-0" AT 2204 10" = 1'-0" AT INN �ZWL6 - Z a U O =z� O a O � 001Z Awa o cn.oN_n �� z <m, i; � a W W i Z FMM aa¢Q Q LV N=U O ' t 4. W zoo a�a a a VT'i W N _o O O 1111111111111110 W ma 10 Z o O O Lm Lm0 CV L C/' ti �U-,o O J I� , = M N - �o C L0 03 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: -- ELECTRICAL PLAN TRADITIONAL ELEVATION WILLOW - R16HT Lot 126 W Willow - Plan 2059 REVIS10% E2.1 UWmR I 3OA/2P N -3R ----- ----Lanai-------- I I \ W/c-fI I Family,.' I \ ` W/ PT FA ~ \ LI6HT ® F- PROVIDE ADEQUATE SUPPORT +6 _ I I PREWIRE -- I I 3 MULTIMEDIA --- CHA5E TUBE -- ------- \ Cafe _ _ - ----- c- /I .I I/ I I (5m _ I I A 6FI c_fI _1----------- 0 lY I I Kitchen I `• � ---- � - �� ----- Y----��- Pantr I C_ 1 -Car Garage 0.`C . I bOA/2P -I I � 3 IF er AFI ' IF ----- --� I HP/6fI P r I �. Porch i PEALT. FIRF,SPRINKLER PUMP \ METER I A \ \ I I \ CFI FIRE BELL +100" A.F.F. _ - IN5TALL PER COACH ...... COACH MANUFACTURE'S 5PEG. LIGHT L16HT M in Floor a I I I Electrical Pian- o 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT IIxI1 I I I li---------------------- I II I I II 1 I' 1 I I I I I 0 Owners Suite 71 I ® I I PROVIDE ADEQUATE PREWIRE I I--- — — — — I I I / I / I I � �\ iV I � I I I I I WS ;W.I.C. • \Pt' ; I _ I I I I I / I / LIGW PROVIDE ADEQUATE 5UPPO PREWIRE Bedroom 2 I l II I L --------------- ------- I ( I I It SINGLE POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET 5MOKE DETEGTOR5 A5 REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENT5 OF ALL �=W WEATHERPROOF DUPLEX OUTLET GOVERNING GODE5 I 2. PROVIDE AND IN5TALL GROUND FAULT �6F1 GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTERS (6FI) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENT5 OF ALL GOVERNING GODE5. (IN5TALL UP51DE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -420 -AMPERE BRANCH GIRGUIT5 5UPPLYIN6 OUTLET5 ® SPECIAL PURPOSE OUTLET/JUNGTION BOX IN57ALLED IN DWELLING UNIT LIVING AREAS ------------------------------------ 4 DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A L15TED ARG -FAULT 11 CIRCUIT INTERRUPTER, COMBINATION TYPE TO w=N 0220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH p =z� �I CIRCUIT PER GODS N WME OVERHEAD DUPLEX ® 4. ELECTRICAL CONTRACTOR TO PROVIDE PO II WALL 5WITGH REQUIRED DIRECT HOOK-UP5/GUTOFF5, ip aoN I THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERM05TAT G Zm. 3 LOGATION5. p 4 FOUR-WAY 5WITGH 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT j <�< RHE05TAT 5WITGH (If. EURNAGE5, A/G UNIT5, ELECTRICAL PANELS, Ill W 3 Wg 5ANITARY SUMP PITS, DRAIN TILE SUMP, AND f' cc •r N�� o 11 DIMMER 5WITGH Q =2� DM WATER HEATERS) ARE 5UBJEGT TO p JO REINFORCED JUNCTION BOX OG ION DUE TO FIELD GONDITION5. W Z"a I 7. 5WITGHE5 AND CIRCUIT5 FOR OPTIONAL a a LIGHIN�IX D INCANDESCENT ELECTRICAL NOT SHOWN, COORDINATE N " _ Www — � ( 8. NO DI5P05ALTURE LOGATION5 1 W/ TH BUILDER. SYSTEM. WOE \ I WALL MOUNTED INGANDE5GENT L16HT FIXTURE \ I REGE55ED INGANDE5GENT LIGHT FIXTURE ELECTRICAL DEVICES: ABOVE FIN15HED FLOOR: RECESSED ADJUSTABLE EYEBALL INGANDE5GENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" 70 GL INGANDE5GENT L16HT FIXTURE WALL OUTLETS OVER COUNTER ....... 48" TO GL WITH PULL CHAIN � REMAINING 5WITGHE5 48" TO GL O EXIT LIC7HT EMERGENCY L16HT .................. 12" TO GL WALL OUTLETS c�pppRT\ — V BATH VANITY BRACKET OUTLET 12 O __�; FLUORE5GENT LIGHT FIXTURE (I ABOVE TOP OF MIRROR) ...... 80 TO GL \ I I ~ N ' ' FLUORESCENT LIGHT FIXTURE WATER SOFTENER AND SUMP OUTLETS 48" TO GL ®� I WITH PULL CHAIN TELEPHONE OUTLET5 ..............12" TO GL TRACK LIGHT TELEVISION OUTLE75 12 TO GL — LIGHT BAR EXTERIOR 6FI OUTLETS ............. 12 ' TO GL Q EXHAUST FAN (VENT TO EXTERIOR) GARAGE 6FI (ABOVE GARAGE FLOOR) 48 TO GL qdp EXHAU5T FAWLIGHT COMBINATION BA5EMENT WALL OUTLETS .......... 48" TO GL , I (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT ......... 72" TO GL>,lE EXHAUST FAN WITH HEAT LAMP I GARAGE DOOR COACH LIGHT, (VENT 70 EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL m I cll CHIMES 64" TO BTM O .r•—• �PB PU5HBU7TON 5WITGH DINING AND BREAKFA5T FIXTURE ..... OF FIXTURE %-� SD 5MOKE DETECTOR qb" TO BTM / / I FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE rlo HEAT DETECTOR �.. o THERMOSTAT .......... .......54"TO GL co GO DETECTOR DOORBELL GHIME5 ...... 84" TO GL CARBON MONOXIDE DETECTOR LEVEL W/ OcosD AND 5MOKE DETECTOR DOORBELL BUTTON ............... OR HANDLE UT THERM05TAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL �I I KITCHEN WALL HUNG MIGROWAVE Lau ndr ® 5PEAKER OUTLET ...................... 76"TO GL j b TELEPHONE I KITCHEN DISHWASHER RECEPTACLE ...UNDER SINK N COMPUTER KITCHEN RANGE .................: 24" TO GL (I -----------, -----------i I TELEVISION KITCHEN REFRIGERATOR 48" TO GL o I 0 ELECTRIG METER WA5HER/DRYER OUTLET ...... . 48" TO GL •I i - 22 -, I .. . r'- ELECTRIC PANEL GL = CENTER LINE = FIELD VERIFY ■ _ GEILIN6 FAN 2 VANITY TO BE RA15ED 30" HIGH (PROVIDE ADEQUATE SUPPORT) GEILIN6 FAN WITH INGANDE5GENT L16HT FIXTURE O (PROVIDE ADEQUATE 5UPPORT) .\ I O CN to zcp 0 _0 c� ® i N N _ � I Ca J 1`!- / o i o FI O O co ca (D cu 0 RT 'PROVIDE ADEQUATE SUPPORT I 1 �. PREWIRE _ . I - ® ` WFAN IYv - I -- \ I NNIN Bedroom 3 I BSB DESIGN I Fm www.bsbdesign.com 100 Main St. Suite 209 Uj Safety Harbor, Florida 34695 813 265 4808 UerppFloor l JOB NO: 02J14020 PROD MGR: JF DRAWN: ST CHECKED: Electrical PTRADITIO A PLAN TRADITIONAL ELEVATION REDWOOD - RIGHT O 2' 4' 8' 2 1/4" = 1'-0" AT J204 I/8" = I'-0" AT &11 IX Lot 127 Traditional Elevation- Uj Redwood -Plan 1943 a- E2.1 URmR w 3OA/2P N -3R -------- Li ---------- ana-- � COACH GOAL LIGHT LIGHT FIRE BELL +100" A.F.F. - INSTALL PER MANUFAGTURE'S SPEG. Main Floor Electrical Pian- o 2' 4' 8' 1/4" = 1'-0" AT 22x34 Upper F-I'LO.,1 Electrical Plan -------------------------------- O 21 41 81 1/4" = I' -O" AT 22x34 1/8" = 1'-0" AT NO ELECTRICAL KEY ELECTRICAL NOTES: � �$ 5IN6LE POLE OUTLET I• PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETIN6 THE REQUIREMENTS OF ALL �QWp WEATHERPROOF DUPLEX OUTLET GOVERNING CODES 2. PROVIDE AND INSTALL 6ROUNO FAULT ,FI GROUND -FAULT GIRGUIT-INTERRUPTER CIRCUIT -INTERRUPTERS (CFU AS REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-SWITGHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODES. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, 51NGLE PHASE, 15 -420 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS ® SPECIAL PURPOSE OUTLET/JUNCTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS :Q: DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO 0220V 220 VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANGH ® OVERHEAD DUPLEX CIRCUIT PER CODE. 4. ELECTRICAL CONTRACTOR TO PROVIDE WALL SWITCH REQUIRED DIRECT HOOK-UPS/GUTOFFS. �-3 THREE-WAY 5WITGH 5. HVAC CONTRACTOR TO VERIFY THERM05TAT 4 FOUR-WAY SWITCH LOCATIONS. 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT R RHE05TAT SWITGH (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, DIMMER 5WITGH SANITARY SUMP PITS, DRAIN TILE SUMP, AND DM WATER HEATERS) ARE SUBJECT TO Q REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD CONDITIONS. 7. 5WITGHE5 AND CIRCUITS FOR OPTIONAL }� GEILIN6 MOUNTED INCANDESCENT ELECTRICAL NOT SHOWN, COORDINATE Y L16HT FIXTURE LOCATIONS WITH BUILDER. WALL MOUNTED INCANDESCENT 8. NO DISPOSAL W/ SEPTIC SYSTEM. L16HT FIXTURE -�- REGE55ED INCANDESCENT LIGHT FIXTURE ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: REGE55ED ADJUSTABLE EYEBALL INCANDESCENT L16HT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL �pC INGANDE56ENT LIGHT FIXTURE WITH PULL GRAIN WALL OUTLETS OVER COUNTER ....... 48" TO GL REMAININ6 5WITGHE5 46" TO GL ►-® EXIT LIGHT ............. EMERGENCY LIGHT WALL OUTLETS .................. 12"TO G L BATH VANITY BRACKET OUTLET L'2 FLUORESCENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO GI FLUORESCENT L16HT FIXTURE WATER SOFTENER AND SUMP OUTLETS 48" TO GL WITH PULL CHAIN TELEPHONE OUTLETS .............. 12"TO GL TRACK LIGHT TELEVISION OUTLETS ..............12" TO GL L16HT BAR EXTERIOR 6FI OUTLETS .............12" TO GL (� EXHAUST FAN (VENT TO EXTERIOR) GARAGE 6FI (ABOVE GARAGE FLOOR) 48" TO GL EXHAUST FAWL16HT GOMBINATION BASEMENT WALL OUTLETS .......... 48" TO GL (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT ......... 72" TO GL EXHAUST FAN WITH HEAT LAMP 6ARA6E DOOR COACH LIGHT, (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL cH CHIMES 64" TO BTM PB PUSHBUTTON SWITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE sD SMOKE DETECTOR W, TO BTM FOYER AND STAIRWAY FIXTURE ...... OF FIXTURE HD HEAT DETECTOR THERM05TAT ................... 54"TO GL co co DETECTOR DOORBELL CHIMES ............... 84" TO GL Ocom GARBON MONOXIDE DETECTOR LEVEL W/ DOORBELL BUTTON OR HANDLE AND SMOKE DETECTOR ............ Q THERMOSTAT KITCHEN HOOD FAN "WHIP" ..........66" TO GL s SPEAKER KITCHEN WALL HUNG MICROWAVE O OUTLET ... .. .............76"TO GL b TELEPHONE KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK N COMPUTER KITCHEN RAN6E .................. GL TELEVISION KITCHEN REFRIGERATOR ........... 46" TO GL 0 ELECTRIC METER WASHER/DRYER OUTLET ............ 48" TO GL r'"- ELECTRIC PANEL GL = CENTER LINE = FIELD VERIFY GEILIN6 FAN (PROVIDE ADEQUATE SUPPORT) 2 = MASTER BATH STANDARD 30" H16H VANITY TO BE RAISED 4" GEILIN6 FAN WITH INGANDE56ENT L16HT FIXTURE e K (PROVIDE ADEQUATE SUPPORT) d� WZW Z;5 Z J 0Qw N wmii azo Edi a�N O Z 0p� ''^^ =J Q W WM QCC V N=U C o"� a� W In b CA N �I O OC I E A '' O O LmO O O N cf) Cl) .+� N O OJO cati d3 N N - LL 1` LL O Ca N FMC O "n n"n &Ilkll" I I N UN - BSB DESIGN Fm www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 JOB NO: 02J14020 PROJ MGR: JF FmDRAWN: ST CHECKED: ® ELECTRICAL PLAN TRADITIONAL ELEVATION BIRCH - LEFT Lot 128 Traditional Elevation- W Birch -Plan 1832 o- E2.1 Ul3mL 3OA/2P N -3R A \ A PANI>L IRE SPRINKLRUMP T. \ I GFI �__-_-___y_ LIGHT LIGHT FIRE BELL +100" A.F.F. - INSTALL PER MANUFAGTURE'S SPEG. Main Floor Electrical Plan O 2' 4' S' 1/4" = 1'-0" AT 22x34 A Upper Floor Electrical Pian- o 2' 4' 8' 1/4" = 1'-0" AT 2204 1/8" = 1'-0" AT IIx11 ELECTRICAL KEY ELECTRICAL NOTES: �$ SINGLE POLE OUTLET L PROVIDE AND INSTALL LOCALLY CERTIFIED RECESSED INCANDESCENT LI6MT FIXTURE DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS AS REQUIRED BY NATIONAL REQUIRED DIRECT HOOK-UP5/GUTOFF5. FIRE PROTECTION A550GIATION (NFPA) AND ELEGTRIGAL DEVICES: ABOVE FINISHED DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL �yHp WEATHERPROOF DUPLEX OUTLET 60VERNIN6 CODES FOUR-WAY 5WITGH 6. 2. PROVIDE AND INSTALL GROUND FAULT 6FI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTERS (6FI) AS REQUIRED BY WALL OUTLETS OVER COUNTER ....... DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING EXIT LIGHT HALF -SWITCHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING CODES. SANITARY SUMP PITS, DRAIN TILE SUMP, AND (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, 5IN6LE PHASE, 15 -420 -AMPERE 12"TO GL Fm BRANCH CIRCUITS SUPPLYING OUTLETS ® SPECIAL PURPOSE OUTLET/JUNCTION BOX INSTALLED IN DWELLING UNIT LIVING AREAS It DUPLEX OUTLET IN FLOOR SHALL BE PROTECTED BY A LISTED ARG -FAULT 0220V 220 VOLT OUTLET CIRCUIT INTERRUPTER, COMBINATION TYPE TO 5WITGHE5 AND CIRCUITS FOR OPTIONAL PROVIDE PROTECTION OF THE ENTIRE BRANCH ® OVERHEAD DUPLEX CIRCUIT PER CODE. —r----------- TS G D LIGHT FIXTURE O 4. ELECTRICAL CONTRACTOR TO PROVIDE RECESSED INCANDESCENT LI6MT FIXTURE �- WALL SWITCH REQUIRED DIRECT HOOK-UP5/GUTOFF5. N ELEGTRIGAL DEVICES: ABOVE FINISHED THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERMOSTAT j I j 3 I �-4 FOUR-WAY 5WITGH 6. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT 48" TO GL R RHEOSTAT 5WITGH WALL OUTLETS OVER COUNTER ....... (I.E. FURNACES, NO UNITS, ELECTRICAL PANELS, i ® EXIT LIGHT DIMMER 5WITGH 48" TO GL SANITARY SUMP PITS, DRAIN TILE SUMP, AND EMER6ENGY LIGHT DM 12"TO GL Fm WATER HEATERS) ARE SUBJECT TO BATH VANITY BRACKET OUTLET O REINFORCED JUNCTION BOX FLUORESCENT L16HT FIXTURE RELOCATION DUE TO FIELD CONDITIONS. I I FLUORESGENT LIGHT FIXTURE 1. 5WITGHE5 AND CIRCUITS FOR OPTIONAL WITH PULL CHAIN GEILIN6 MOUNTED INCANDESCENT TO GL ELECTRICAL NOT SHOWN, COORDINATE TRACK LIGHT TELEVISION OUTLETS ..... ... ...12" LIGHT FIXTURE LOCATIONS WITH BUILDER. EXTERIOR 6FI OUTLETS .... ........12" TO GL WALL MOUNIN AN5GDS ENT b. NO DISPOSAL W/ SEPTIC SYSTEM. � WZ� r zac� oqs N aZ W O OD � a O Z4 !�Im� �Oa Ww Aga a oc •r _ � W Noo aa= 01W Wz N m �No O C' o 'I O O W ■� 0 O O N � N IL cn D LIGHT FIXTURE O RECESSED INCANDESCENT LI6MT FIXTURE OJcoLO N ELEGTRIGAL DEVICES: ABOVE FINISHED FLOOR: p'R REGE55ED ADJUSTABLE EYEBALL a J r` INCANDESCENT LIGHT FIXTURE 5WITGHE5 OVER COUNTER .......... 48" TO GL {� PG INCANDESCENT L16HT FIXTURE WITH PULL CHAIN WALL OUTLETS OVER COUNTER ....... 48" TO GL i ® EXIT LIGHT REMAININ6 5WITGHE5 ............. 48" TO GL EMER6ENGY LIGHT WALL OUTLETS .................. 12"TO GL Fm BATH VANITY BRACKET OUTLET FLUORESCENT L16HT FIXTURE (I" ABOVE TOP OF MIRROR) . . . . . . 8U" TO GL'2 FLUORESGENT LIGHT FIXTURE WATER SOFTENER AND SUMP OUTLETS 48" TO GL WITH PULL CHAIN TELEPHONE OUTLETS ..............12" TO GL TRACK LIGHT TELEVISION OUTLETS ..... ... ...12" TO GL L16HT BAR EXTERIOR 6FI OUTLETS .... ........12" TO GL Q EXHAUST FAN (VENT TO EXTERIOR) 6ARA6E 6FI (ABOVE 6ARA5E FLOOR) 48" TO GL EXHAUST FAWC7HT GOM13INATION BASEMENT WALL OUTLETS .......... 48" TO GL 01111°0 (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT .........12" TO GL EXHAUST FAN WITH HEAT LAMP 6ARA6E DOOR COACH LIGHT, (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ....... 84" TO GL crl CHIMES 64" TO BTM f -OPI3 PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE s� SMOKE DETECTOR q6" TO BTMFOYER AND STAIRWAY FIXTURE ...... OF FIXTURE HD HEAT DETECTOR THERMOSTAT ................... 54"TO GL Co Co DETECTOR DOORBELL CHIMES ............... 84" TO GL Oco.sD GARBON MONOXIDE DETECTOR DOORBELL BUTTON LEVEL W/ AND SMOKE DETECTOR DR HANDLE QT THERMOSTAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL 0 SPEAKER KITCHEN WALL HUNG MIGROWAVE OUTLET ...................... 16"TO GL b TELEPHONE KITCHEN 015HWA5HER RECEPTACLE ... UNDER SINK A COMPUTER KITCHEN RANGE ........ . .........24"TO GL 0 TELEVISION KITCHEN REFR16ERATOR ........... 45" TO GL ELECTRIC METER WASHER/DRYER OUTLET ............ 48"TO GL _LZWL ELECTRIC PANEL GL = CENTER LINE I = FIELD VERIFY GEILIN6 FAN 2 = MASTER BATH STANDARD 30" HIGH (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RA15ED 4" GEILIN6 FAN WITH INCANDESCENT L16HT FIXTURE l (PROVIDE ADEQUATE SUPPORT) � WZ� r zac� oqs N aZ W O OD � a O Z4 !�Im� �Oa Ww Aga a oc •r _ � W Noo aa= 01W Wz N m �No O C' o 'I O O W ■� 0 O O N � N IL cn Fm www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 FMJOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION BIRCH - R16HT Lot 129 WBirch -Plan 1832 Traditional Elevation- CL IE2ml U BmR O 0 OJcoLO N ce) C.0 a J r` LJ O O Fm MIN� "aay MO mItlV'P�M'li BSB DESIGN Fm www.bsbdesign.com 100 Main St. Suite 209 LU Safety Harbor, Florida 34695 813 265 4808 FMJOB NO: 02J14020 PROJ MGR: JF DRAWN: ST CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION BIRCH - R16HT Lot 129 WBirch -Plan 1832 Traditional Elevation- CL IE2ml U BmR ELECTRICAL KEY ELECTRICAL NOTES: �$ 51N61 -E POLE OUTLET I. PROVIDE AND INSTALL LOCALLY CERTIFIED DUPLEX CONVENIENCE OUTLET SMOKE DETEGTOR5 A5 REQUIRED BY NATIONAL FIRE PROTECTION A550GIATION (NFPA) AND DUPLEX OUTLET ABOVE COUNTER MEETING THE REQUIREMENTS OF ALL �QwP WEATHERPROOF DUPLEX OUTLET 6OVERNIN6 GODE5 2. PROVIDE AND INSTALL 6ROUND FAULT �6F1 GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 01) A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEG) AND MEETING HALF-5WITGHED DUPLEX OUTLET THE REQUIREMENTS OF ALL GOVERNING GODE5. (IN5TALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHA5E, 15 -420 -AMPERE W/� ® 5PEGIAL PURP05E OUTLET/JUNGTION BOX BRAALLEDIRIN DWELLIN6LUNIIT LIV ( N6 AREAS r .......... ____........................................... 4;1 DUPLEX OUTLET IN FLOOR 5HALL BE PROTECTED BY A L15TED ARG -FAULT _ _ I I CIRCUIT INTERRUPTER, COMBINATION TYPE TO Lanai I Porch j 220V 2VOLT OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH Im OVERHEAD RHEAD DUPLEX CIRCUIT PER GORE. 4. ELECTRICAL CONTRACTOR REQUIRED DIRECT OOK UP50 PROVIDE WALL SWITCH HT THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERM05TAT LOGATION5. 4 FOUR-WAY 5WITGH -6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT '• WIC -A-9 R RHE05TAT 5WITGH (I.E. FURNAGE5, A/G UNIT5, ELECTRICAL PANEL5, DIMMER 5WITGH 5ANITARY SUMP PIT5, DRAIN TILE SUMP, AND DM WATER HEATERS) ARE 5UBJEGT TO o o Q REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD GONDITION5. 1. 5WIT6HE5 AND GIRCUIT5 FOR OPTIONAL 3 3 - i ' �- - }ti GEILIN6 MOUNTED INGANDE5GENT ELECTRICAL NOT SHOWN, COORDINATE r - ! Y L16HT FIXTURE WALL MOUNTED INGANDE5GENT LOCATIONS WITH BUILDER. . � 8. NO DISPOSAL W/ SEPTIC SYSTEM. L16HT FIXTURE �• Famiiy �•�. �• � \ RE6E55ED INGANDE5GENT L16HT FIXTURE ELECTRICAL DEVIGE5: ABOVE FIN15HED FLOOR: / Owners I RECESSED ADJUSTABLE EYEBALL \' L16YV A3FI I / I 0 INGANDE5GENT L16HT FIXTURE . � 1-16-14T C�Fi � I T 5WITGHE5 OVER COUNTER .......... 48" TO GL INCANDESCENT LIGHT FIXTURE WALL OUTLETS OVER COUNTER ....... 48 TO GL PG WITH PULL CHAIN / m I /. I --g EXIT L16HT REMAINING 5WITGHE5 46" TO GL EMER6ENGY LIGHT WALL OUTLETS 12 TO GL _-- _ PROVIDE ADEQUATE SUPPORT - v BATH VANITY BRACKET OUTLET �- ( I / PROVIDE ADEQUATE 5UPPOR 12 +65" PREWIRE 1 O i PREWIRE "_'��"=3� FLUORE56ENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TO GL' I' I � FLUORE5GENT L16HT FIXTURE WATER SOFTENER AND SUMP OUTLETS 48" TO GL WITH PULL CHAIN TELEPHONE DUTLET5 ...12" TO GL MULTIMEDIA --- 3 ®- - - - TRACK LIGHT TELEV15ION DUTLET5 .. ...12" TO GL GHA5E TUBE - - - - J o LIGHT BAR EXTERIOR CGFI OUTLETS ........... .12" TO GL EXHAU5T FAN (VENT TO EXTERIOR) 6ARAGE 6F I (ABOVE GARAC7E FLOOR) 48" TO GL - - - - - - - - - EXHAUST FAN/LIGHT COMBINATION BA5EMENT WALL DUTLET5 .......... 45" TO GL ' ------0- ----- (VENT TO EXTERIOR FRONT DOOR COACH L16HT .... , ..12 TO GL ---- - i EXHAU5T FAN WITH HEAT LAMP 6ARA6E DOOR COACH LIGHT, \i (VENT TO EXTERIOR) (ABOVE GARAGE FLOOR) ..... 54" TO GL ------ �.- Cafe /' i CH GHIMES 64" TO BTM ® - _ i • "'`' • � • \ / . / _ • � � i •` � i �O� PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE 1 � • I • ' � so SMOKE DETECTOR qb TO BTM �. • - \ \ /\ FOYER AND 5TAIRWAY FIXTURE ......OF FIXTURE YYY ND HEAT DETECTOR THERMOSTAT ................... 54"TO GL GO DETECTOR DOORBELL GHIME5 ............... 84" TO GL \ - �' \ O CARBON MONOXIDE DETECTOR LEVEL W/ DOORBELL BUTTON ............ \ . co.so AND SMOKE DETECTOR ... DR HANDLE CSI - ��' 1FY 1-F r QT THERM05TAT - - KITCHEN HOOD FAN "WHIP" .......... 66" TO GL 6fI 6FI Laundr i 2 I Igo I � \�� J,3'�� i O KITCHENOUTLEWALL HUNG MICROWAVE III s SPEAKER ,,,,,,,,,,,,,,,76"TOLL i----- I ft i I b TELEPHONE ------------- •_ _________ - ---- KITCHEN DISHWASHER RECEPTACLE ...UNDER SINK --- -_� - N COMPUTER 000 KITCHEN RANGE .................. 24" TO GL C71r� i �I --, I -----------,---------- i � TELEVISION ,) i i KITCHEN REFRIGERATOR ........... 48 TO GL - W.I. C 0) FELECTRIC METER �' ........... 46" TO GL i I � � WASHER/DRYER OUTLET . -220 I F\.T GL =CENTER LINE �GFI KItChP. I I lt�- i � ELEGTRIG PANEL i fG / I = FIELD VERIFY 2 = MA5TER BATH 5TANDARD 30" HIGHCEILING FAN ' \ - i (PROVIDE ADEQUATE SUPPORT) VANITY TO BE RA15ED 4" -------------------- GEILIN6 FAN WITH INGANDE5GENT .Pantry ------CSI- a- ---��- - - - - - LIGHT FIXTURE / (PROVIDE ADEQUATE 5UPPORT) _ Bath 2 � 1 Car Garage ,. , LIGFW \ ® o o I \ 30A/214�.�. ® \ METER / F1 _ FIRE BELL +100" A.F.F. GOAGH 1 ' ' — ' —' ' - ' GOAGH - IN5TALL PER LIGHT LIGHT MANUFACTURE'S 5PEG. Main Floor Electrical Plan O 2' 4' 8' I/4" = 1'-0" AT 2204 ______L______________J Upper Floor Electrical Pian- o 2' 4' 8' 1/4" = 1'-0" AT 2204 1/5" = 1'-0" AT IIxl7 Uj Cn Traditional Elevation- W a REvisior � wzW dZ J N oas ev=a � &wQ iii a � o z<m , O VJ � tel' Q a Lli w 9:5 5 a 0(�N O Q�4 W moo Zia N a Vi -o O H 1; AWA A WNW I� III O I O Z 0 O i O O CN C-4 C/) ,o C) cu OJ 04 M C C.00 I J , LJ.. O Cn C13 L0 CU � CL r A@.B YIIIRI'"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: ELEGTRIGAL PLAN TRADITIONAL ELEVATION REDWOOD - LEFT Lot 130 Redwood - Plan 1943 E2.1 URmL CE ELECTRICAL KEY ELECTRICAL NOTES: I••& SINGLE POLE OUTLET I• PROVIDE AND 1N5TALL LOCALLY CERTIFIED I DUPLEX CONVENIENCE OUTLET SMOKE DETECTORS A5 REQUIRED BY NATIONAL FIRE PROTECTION A550CIATION (NFPA) AND I DUPLEX OUTLET ABOVE COUNTER MEETIN6 THE REQUIREMENT5 OF ALL 30Al2P I yip WEATHERPROOF DUPLEX OUTLET 60VERNIN6 GODE5 2. PROVIDE AND IN5TALL GROUND FAULT N -3R 6FI GROUND -FAULT GIRGUIT-INTERRUPTER GIRGUIT-INTERRUPTER5 (6FU A5 REQUIRED BY DUPLEX OUTLET NATIONAL ELECTRIC CODE (NEC) AND MEETING HALF -SWITCHED DUPLEX OUTLET THE REQUIREMENT5 OF ALL 6OVERNIN6 GODE5. (INSTALL UPSIDE DOWN) 3. ALL 120 -VOLT, SINGLE PHASE, 15 -d20 -AMPERE YVP/C~I ® SPECIAL PURPOSE OUTLET/JUNCTION BOX BRANCH GIRCUIT5 SUPPLYIN6 OUTLETS I INSTALLED IN DWELLING UNIT LIVIN6 AREA5 DUPLEX OUTLET IN FLOOR 5HALL BE PROTECTED BY A LI5TED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE TO 220 VOLT OUTLET 0220V PROVIDE PROTECTION OF THE ENTIRE BRANCH Room I i CIRCUIT PER CODE. R Great 1 oo 1 I 4 i i I ® OVERHEAD DUPLEX 4. ELECTRICAL CONTRACTOR TO PROVIDE �- WALL SWITCH REQUIRED DIRECT HOOK-UP5/GUTOFF5. Lanai 3 3 THREE-WAY 5WITGH 5. HVAG CONTRACTOR TO VERIFY THERM05TAT FOUR-WAY 5WITGH LOGATION5. /PROVIDE ADEQUATE SUPPORTi I I -4 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT / PREWIRE I Owners Suit\e\ I �• I R RHE05TAT 5WITGH (I.E. FURNAGE5, A/G UNIT5, ELECTRICAL PANELS, YVP/CSI PAN YV/ I ® I I DIMMER 5WITGH 5ANITARY SUMP PIT5, DRAIN TILE 5UMP, AND / L16fiT I FAN W/ \ I I I DM WATER HEATERS) ARE SUBJECT TO / L164T i I I QJ REINFORCED JUNCTION BOX RELOCATION DUE TO FIELD GONDITION5. I I I 1. 5WITGHE5 AND CIRCUITS FOR OPTIONAL I ® I I i / i GEILIN6 MOUNTED INGANDE5GENT ELECTRICAL NOT SHOWN, COORDINATE LIGHT FIXTURE LOCATIONS WITH BUILDER. / MULTIMEDIA +65" I I I I / I I 8. NO D15POSAL W/ 5EPTIG 5Y5TEM. % GHA5E TUBE I I PROVIDE ADEQUATE, 9U RT I WALL MOUNTED INCANDESCENT � I PREWIRE � � i I LIGHT FIXTURE I- RECE55ED INGANDE5GENT LIGHT FIXTURE yy� REG 55ED ADJUSTABLE EYEBALL ELECTRICAL DEVICE5: ABOVE FIN15HED FLOOR: INGANDE5GENT L16HT FIXTURE 5WITGHE5 OVER COUNTER .......... 4W TO GL y \ (ALL INGANDE5GENT LIGHT FIXTURE / ® _ I �pG WITH PULL CHAIN WOUTLETS OVER COUNTER ....... 48 TO G �L A3-- -- — I �� EXIT LIGHT REMAINING 5WITGHE5 ............. 48" TO GL D EMERGENCY LIGHT WALL OUTLET5.................. 12"TO GL (011 I BATH VANITY BRACKET OUTLET r — Laundry I=c====�� FLUORESCENT LIGHT FIXTURE (I" ABOVE TOP OF MIRROR) ...... 80" TD GL'2 Cafe � � WATER 5OFTENER AND SUMP OUTLET5 46" TO GL ` I � I WITHPULL CHAINENT 6HT FIXTURE TELEPHONE OUTLETS 12" TO GL m LIGHT FIRE BELL +100" A.F.F. - - INSTALL PER MANUFACTURE'S SPEC. j I LU � _ v O� �I � I U16 6F1 P---rl-h--�� 1' �- TO GL I � - - ---- 0 0 0 EXTERIOR 6FI OUTLETS ............. 12" TO GL 0 EXHAU5T FAN (VENT TO EXTERIOR) GARAGE 6FI (ABOVE GARAGE FLOOR) 48" TO GL I Kitchen BA5EMENT WALL OUTLET5 .......... 48" TO GL (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT .........12" TO GL • I I EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) � 84" TO GL . I GHIME5 .I Pow of 64" TO BTM i 1 PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE sD SMOKE DETECTOR ?. 96" TO BTM OF FIXTURE 30A/2P I HEAT DETECTOR THERMOSTAT............ .. `..... 54" TO GL N -3R co DETECTOR DOORBELL GHIME5 ............... 84" TO GL OCo.sD CARBON MONOXIDE DETECTOR AND 5MOKE DETECTOR DOORBELL BUTTON .......... LEVEL W/ DR HANDLE QT THERM05TAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL ® 5PEAKER KITCHEN WALL HUNG MICROWAVE OUTLET ! � �2-Car Garage ! I KITCHEN D15HWA5HER RECEPTACLE ... UNDER 51NK 1. ELECT. ELECT. \ I KITCHEN RAN6E .................. ....... 24" TO GL METERPALL i KITCHEN REFRIGERATOR ........... 48" TO GL clA5 ELECTRIC METER WA5HER/DRYER OUTLET ............ 48" TO GL �— ELECTRIC PANEL GL = CENTER LINE --- ----------- -- -r---I = FIELD VERIFY 2 = MA5TER BATH STANDARD 30" H16H VANITY TO BE RA15ED 4" GEILIN6 FAN WITH INCANDESCENT I \•` I 1 3 FIRE 5PRINKLER PUMP \ I ' \ GFII \I I-- GOAGH �- .. ,_ LIGHT --------- ---J ..._ , , ._ ..� • .r ' '. .-� GOAGH L16HT Main Floor Electrical Plan N < - 0 2' 4' 8' 1/4" = 1'-0" AT 22x34 1/6" = 1'-0" AT IIxl1 II Upper Floor Electrical Plan 0 2' 4' 8' I ■�I/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT UP • TRACK LIGHT • TELEV15ION OUTLET5 .. ....... ...12" TO GL LIGHT BAR EXTERIOR 6FI OUTLETS ............. 12" TO GL 0 EXHAU5T FAN (VENT TO EXTERIOR) GARAGE 6FI (ABOVE GARAGE FLOOR) 48" TO GL r EXHAUST FAWLIGHT COMBINATION BA5EMENT WALL OUTLET5 .......... 48" TO GL (VENT TO EXTERIOR) FRONT DOOR COACH LIGHT .........12" TO GL y EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) GARAGE DOOR COACH L16HT, (ABOVE GARAGE FLOOR) ....... 84" TO GL cH GHIME5 64" TO BTM �DpB PUSHBUTTON 5WITGH DINING AND BREAKFAST FIXTURE ..... OF FIXTURE sD SMOKE DETECTOR FOYER AND STAIRWAY FIXTURE ...... 96" TO BTM OF FIXTURE HD HEAT DETECTOR THERMOSTAT............ .. `..... 54" TO GL co co DETECTOR DOORBELL GHIME5 ............... 84" TO GL OCo.sD CARBON MONOXIDE DETECTOR AND 5MOKE DETECTOR DOORBELL BUTTON .......... LEVEL W/ DR HANDLE QT THERM05TAT KITCHEN HOOD FAN "WHIP" .......... 66" TO GL ® 5PEAKER KITCHEN WALL HUNG MICROWAVE OUTLET b TELEPHONE KITCHEN D15HWA5HER RECEPTACLE ... UNDER 51NK H COMPUTER KITCHEN RAN6E .................. ....... 24" TO GL TELEV15ION KITCHEN REFRIGERATOR ........... 48" TO GL ELECTRIC METER WA5HER/DRYER OUTLET ............ 48" TO GL �— ELECTRIC PANEL GL = CENTER LINE GEILIN6 FAN (PROVIDE ADEQUATE SUPPORT) = FIELD VERIFY 2 = MA5TER BATH STANDARD 30" H16H VANITY TO BE RA15ED 4" GEILIN6 FAN WITH INCANDESCENT L16HT FIXTURE ICYy• lJ� (PROVIDE ADEQUATE 5UPPORT) II Upper Floor Electrical Plan 0 2' 4' 8' I ■�I/4" = 1'-0" AT 22x34 1/8" = 1'-0" AT UP • Oil O M FmC O U) ■� Lm Lm O 0 N CN Lm ti CL O �� C , N � - J LL 0 o cill Fm C� ""Knk mAmmm 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 CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 131 Willow - Plan 2059 E2.1 UWmL 2 N r �a� J N Q4� �Za O owz Z C M_ m� �j Ell W wg< Q ICYy• lJ� a U oUU_ wo W aa� N < Ww '0 OX c o Oil O M FmC O U) ■� Lm Lm O 0 N CN Lm ti CL O �� C , N � - J LL 0 o cill Fm C� ""Knk mAmmm 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 CHECKED: ELEGTRIGAL PLAN TRADITIONAL ELEVATION WILLOW - LEFT Lot 131 Willow - Plan 2059 E2.1 UWmL 1 1/4" MIN. - 2" MAX. 1 1/4" MIN. - 2" MAX. 1 1/2" GLR. HARDWOOD TOP RAIL WALL BRACKET I AT 4'-D" O.G., MAX. 2x BLK'6 j= �21 �O MATCH HEIGHT �d g BALU5TER5 5PAGED OF BASEBOARD o AT 4 3/4" O.G. MAX. g o ® O'-10" z z 6UARDRAIL5 5HALL NOT BE ANY DIRECTION ?Yw� LE55 THAN 36 IN HEIGANY LOGATIOHT. I" , w�., OPEN RAILS 5HALL HAVE INTERMEDIATE RAIL5 OR o AN ORNAMENTAL PATTERN 5UGH THAT A m 4" DIAMETER 5PHERE CANNOT PA55 THROUGH. \2y2 EACH 5TAIR RUN) THROUGH THE GUARDRAIL GON5TRUGTION 5HALL BE 6" SPHERE ABLE TO RE515T A CONCENTRATED MAY NOT PAS LOAD OF 200 LB5 IN ANY DIRECTION �_ 1" THIS DIAGRAM THE TRIANGULAR OPENIN65 ILLU5TRATE5 THE 5PEGIFIG AT 5TAIR TREAD, R15ER, 4 5TAIR MTD WALL MTD HANDRAIL SCALE: 1-1/2""=1'-O" 1/8" THK. GEMENT BASED PLA5TER FIN15H (PER ASTM G-6126) ON PAPER BACKED CORRO51ON RESISTANT, EXPANDED METAL LATH OVER WEATHER RE515TIVE BARRIER EXTERIOR i 5HEATHIN6 PER 5TRUGTURAL., TYP. i i TYPICAL EXTERIOR WALL CON5TRUGTION - 5EE 5TRUGTURAL FOR ATTACHMENT i I 4" WIDE 5ELF ADHERING, SELF HEALING a WATERPROOF MEMBRANE OVER TRAN51TION i JOINT A5EEE ELEVATION5 BEARIN6 LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED A5 5HOHN, TYP. a • CORRO51ON RE515TANT Q EXPAN51ON JOIN / WEEP 5GREED, TYPICAL 4 5/8" THICK GEMENT-BA5ED PLA5TER FIN15H (PER A5TM G-6126) ON CONCRETE " MA50NRY UNIT GON5TRUGTION D STUCCO EXPANSION JOINT / SWEEP SCREED DETAIL HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HE16HT ABOVE THE 5TAIR N051N6. HANDRAILS 5HALL BE GONTINUOU5 PER FLIGHT OF 5TAIR5. HANDRAIL5 5HALL BE 1 1/2" CLEAR OF ALL ADJACENT FIN15H MATERIAL5 AND EN05 5HALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GRO55 5E6TIONAL DIMEN510N, OR APPROVED EQUIVALENT, IN NEWEL P05T5 OR 5AFE TERMINAL5. HANDRAILS 5HALL BE AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. STAIR AND RAILING 5UPPLIER IN5TALLER 5HALL 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENT5 FOR THE PRODUGT5 THEY PROVIDE OR IN5TALL z MATCH HEIGHT �d g ABLE TO RE515T A LOAD OF 200 LBS APPLIED IN OF BASEBOARD m ® O'-10" 200 lbs 6UARDRAIL5 5HALL NOT BE ANY DIRECTION ?Yw� LE55 THAN 36 IN HEIGANY LOGATIOHT. I" , w�., OPEN RAILS 5HALL HAVE INTERMEDIATE RAIL5 OR o AN ORNAMENTAL PATTERN 5UGH THAT A 4" SPHERE 4" DIAMETER 5PHERE CANNOT PA55 THROUGH. \2y2 EACH 5TAIR RUN) THROUGH THE GUARDRAIL GON5TRUGTION 5HALL BE 6" SPHERE ABLE TO RE515T A CONCENTRATED MAY NOT PAS LOAD OF 200 LB5 IN ANY DIRECTION �_ 1" THIS DIAGRAM THE TRIANGULAR OPENIN65 ILLU5TRATE5 THE 5PEGIFIG AT 5TAIR TREAD, R15ER, 4 REQUIREMENT5 OF THE BOTTOM 5HALL BE 5UGH BUILDING CODE AND 15 THAT A 6 DIAMETER ONLY AN AID FOR p'j BUILDING DESIGN AND (3) 2X12 5TRIN6ER5 TYP. FLOOR/STRINGER DETAIL 5GALE: 1 1/2" = 1'-0" ----TMJ EXPAN51ON 6AP TYP 2x12 NOTCHED 5TRINOER 5/8" TYPE "X" GYP. BD. AT ALL WALL5 AND GEILIN6 OF ENGL05ED USABLE 5PAGE UNDER 5TAIR INSTALL 2X FIRE 5TOP AT MID 5PAN OF 5TRIN6ER (3) 2X12 5TRINSER5 TYP. STRINGER/LANDING DETAIL 5GALE: 1 1/2" = 1'-0" PRE-MANUF. TRU55 (1) HOUR RATED A55EMBLY 6A FILE # RC2602 IN5TALL (2) LAYERS 5/8" TYPE "X" EXT. GYP BD. ( OR TOU6HROGK FIRE GURAD 5/8") A5 SHOWN. INSTALL BA5E LAYER N/ 1 1/4" TYPE N OR 5 DRYWALL 5CREH5 AT 2x FRAMING 24" O.G. - INSTALL FACE LAYER N/ 12 I 1/8" TYPE N OR 5 DRYWALL 5CREW5 VERIFY PER GYP. BD. Al2" O.G. ELEVATION IxIO 5KIRT BOARD LOMANGO VENTS _ cv INTAKE VENT5 A5 REQ'D FA561A PER GOMMUNITRY 2x12 5TRIN6ER LINE OF EXTERIOR 2x FRAME HALL 2x6 5UB FA5GIA ALUMINUM SOFFIT - NON VENTED - OVERHAN6 LINE OF EXTERIOR 2x4 5PAGER — — - CANNOT BE U5ED FOR ATTIC (5EE ELEV.) FINISH SIDING — — — � VENTILATION (5EE ELEVATION) 5/8" TYPE "X" 6YP. BD. NOTE. FIRE RATED OVERHANG APPLIED AT ALL WALL5 AND GEILIN6 OF ENGL05ED U5ABLE ONLY TO OVERHANGS WITHIN 2-5 FEET OF 5PAGE UNDER 5TAIR THE PROPERTY LINE PROJECTION UNDERSIDE SKIRT/WALL DETAIL (1i-- O 5GALE: 1 1/2" = 1'-0" E: 3/4"=I' -O" (22x34) 3/8"=I' -O" (IIxI�) 1/8" THK. GEMENT BASED PLA5TER FIN15H (PER ASTM G-6126) ON PAPER BACKED CORRO51ON RESISTANT, EXPANDED METAL LATH OVER WEATHER RE515TIVE BARRIER EXTERIOR i 5HEATHIN6 PER 5TRUGTURAL., TYP. i i TYPICAL EXTERIOR WALL CON5TRUGTION - 5EE 5TRUGTURAL FOR ATTACHMENT i I 4" WIDE 5ELF ADHERING, SELF HEALING a WATERPROOF MEMBRANE OVER TRAN51TION i JOINT A5EEE ELEVATION5 BEARIN6 LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE OF 5GREED A5 5HOHN, TYP. a • CORRO51ON RE515TANT Q EXPAN51ON JOIN / WEEP 5GREED, TYPICAL 4 5/8" THICK GEMENT-BA5ED PLA5TER FIN15H (PER A5TM G-6126) ON CONCRETE " MA50NRY UNIT GON5TRUGTION D STUCCO EXPANSION JOINT / SWEEP SCREED DETAIL HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HE16HT ABOVE THE 5TAIR N051N6. HANDRAILS 5HALL BE GONTINUOU5 PER FLIGHT OF 5TAIR5. HANDRAIL5 5HALL BE 1 1/2" CLEAR OF ALL ADJACENT FIN15H MATERIAL5 AND EN05 5HALL RETURN TO WALL OR TERMINATE 1 1/4"-2" IN GRO55 5E6TIONAL DIMEN510N, OR APPROVED EQUIVALENT, IN NEWEL P05T5 OR 5AFE TERMINAL5. HANDRAILS 5HALL BE AND BE SMOOTH WITH NO SHARP ED6E5/GORNER5. STAIR AND RAILING 5UPPLIER IN5TALLER 5HALL 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENT5 FOR THE PRODUGT5 THEY PROVIDE OR IN5TALL CONSTRUCTION. HANDRAIL/GUARDRAIL CODE DATA z THE HANDRAIL CON5TRUCTION 5HALL BE �d g ABLE TO RE515T A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. m ® O'-10" 200 lbs 6UARDRAIL5 5HALL NOT BE ANY DIRECTION ?Yw� LE55 THAN 36 IN HEIGANY LOGATIOHT. I" , a� OPEN RAILS 5HALL HAVE INTERMEDIATE RAIL5 OR o AN ORNAMENTAL PATTERN 5UGH THAT A 4" SPHERE 4" DIAMETER 5PHERE CANNOT PA55 THROUGH. MAY NOT PASS EACH 5TAIR RUN) THROUGH THE GUARDRAIL GON5TRUGTION 5HALL BE 6" SPHERE ABLE TO RE515T A CONCENTRATED MAY NOT PAS LOAD OF 200 LB5 IN ANY DIRECTION THROUGH PLATE WITH FRAMING ANCHOR5, 5EGURE THIS DIAGRAM THE TRIANGULAR OPENIN65 ILLU5TRATE5 THE 5PEGIFIG AT 5TAIR TREAD, R15ER, 4 REQUIREMENT5 OF THE BOTTOM 5HALL BE 5UGH BUILDING CODE AND 15 THAT A 6 DIAMETER ONLY AN AID FOR SPHERE CANNOT PA55 THROUGH. BUILDING DESIGN AND CONSTRUCTION. HANDRAIL/GUARDRAIL CODE DATA BACKED CORRO51ON RE515TANT, EXPANDED METAL LATH OVER a i WEATHER RE515TIVE BARRIER i EXTERIOR 5HEATHIN6 PER 5TRUGTURAL., TYP. a a i TYPICAL EXTERIOR WALL GON5TRUGTION -SEE 5TRUGTURAL FOR ATTACHMENT i i 4" WIDE 5ELF ADHERIN6, 5ELF HEALING i WATERPROOF MEMBRANE OVER TRAN51TION i JOINT $5EE ELEVATIONS BEARING LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE a OF 5GREED A5 SHOWN, TYP. GORRO51ON RE515TANT Q EXPAN51ON JOIN / WEEP $ 5GREED, TYPICAL a . Q 51MULATED 5TONE VENEER ON CONCRETE MA50NRY UNIT --- GON5TRUGTION o:. p SIMULATED STONE EXPANSION r;-�JOINT / WEEP SCREED.DETAIL METAL OR WOOD TOP RAIL A5 5ELEGTED BY OWNER 4 CONTRACTOR METAL OR WOOD BALU5TER5 A5 5ELEGTED BY OWNER 8 CONTRACTOR CARPET PAINT GRADE WOOD BA5E W/BULLNO5E EDGE Ix PAINT GRADE 5KIRT FLOOR FRAMING 1/2" GYP BD 2x4 5TUD5 AT 16" D.G. 5/8" TYPE "X" GYP BD AT ENGL05ED USABLE 5PAGE5 BENEATH 5TAIR5 z FIN15HED 5URFAGE 3/4" PLYWOOD TREAD5 EQ. TREADS ® O'-10" ► < ?Yw� a- I" LU TYP 2x12 NOTCHED 5TRIN6ER (3 5TRIN6ER5 MIN. AT �2 EACH 5TAIR RUN) I 1EXPAN5ION' 5/8" PLYWOOD R15ER5 (TYP.) ----- —� 5EGURE NOTCHED 5TRIN&ER TO 51LL PLATE WITH FRAMING ANCHOR5, 5EGURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOU5 MEMBRANE SEPARATION A5 ALLOWED BY CODE. (3) 2X12 5TRIN6ER5 TYP. FLOOR/STRINGER DETAIL 5GALE: 1 1/2" = 1'-0" BACKED CORRO51ON RE515TANT, EXPANDED METAL LATH OVER a i WEATHER RE515TIVE BARRIER i EXTERIOR 5HEATHIN6 PER 5TRUGTURAL., TYP. a a i TYPICAL EXTERIOR WALL GON5TRUGTION -SEE 5TRUGTURAL FOR ATTACHMENT i i 4" WIDE 5ELF ADHERIN6, 5ELF HEALING i WATERPROOF MEMBRANE OVER TRAN51TION i JOINT $5EE ELEVATIONS BEARING LATH AND WEATHER RE515TIVE BARRIER TO LAP OVER TOP FLANGE a OF 5GREED A5 SHOWN, TYP. GORRO51ON RE515TANT Q EXPAN51ON JOIN / WEEP $ 5GREED, TYPICAL a . Q 51MULATED 5TONE VENEER ON CONCRETE MA50NRY UNIT --- GON5TRUGTION o:. p SIMULATED STONE EXPANSION r;-�JOINT / WEEP SCREED.DETAIL METAL OR WOOD TOP RAIL A5 5ELEGTED BY OWNER 4 CONTRACTOR METAL OR WOOD BALU5TER5 A5 5ELEGTED BY OWNER 8 CONTRACTOR CARPET PAINT GRADE WOOD BA5E W/BULLNO5E EDGE Ix PAINT GRADE 5KIRT FLOOR FRAMING 1/2" GYP BD 2x4 5TUD5 AT 16" D.G. 5/8" TYPE "X" GYP BD AT ENGL05ED USABLE 5PAGE5 BENEATH 5TAIR5 HANDRAIL/GUARDR 56ALE: 1 1/2" = 1'-0" FIN15HED 5URFAGE 3/4" PLYWOOD TREADS' 4211 TYP lu 5/8" PLYWOOD R15ER5 (TYP) IEXPAN51ON / 2x12 NOTCHED 5TRIN6ER GAP / ---- --� (TYP) / / et WZW r zz 0 oa> N ��a as U Woo o Owa Ln C) U1 aoN 0Oma r^ V! U� W w W<< a� G o"" W zoo z$a N WREEL-% 0 0 01 h. 1.10E>h LL AN. 0 U= _ clz 04 +r N I"'— C/) 0 ��, J — M CV Cfl a J ti Lj— C� 0 � c- w , MIN w w w w w „pnn 0 I BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 5/8" TYPE "X" GYP. BD. LU Safety Harbor, Florida 34695 AT ALL WALL5 AND GEILIN6 ( 813 265 4808 r ^ OF ENOL05ED U5ABLE 5PAGE i/ UNDER STAIR JOB NO: 02J14020 PROJ MGR: JF (3) 2X12 5TRIN6ER5 TYP. I DRAWN: ST CHECKED: -- 5TAIR DETAIL5 LANDING/STRINGER DETA 5GALE: 1 1/2" = 1'-0" IL 2 CC 6-PLEX LOT 126131 Details. LU D1.1 REVISION z m ► �d 4 � HANDRAIL/GUARDR 56ALE: 1 1/2" = 1'-0" FIN15HED 5URFAGE 3/4" PLYWOOD TREADS' 4211 TYP lu 5/8" PLYWOOD R15ER5 (TYP) IEXPAN51ON / 2x12 NOTCHED 5TRIN6ER GAP / ---- --� (TYP) / / et WZW r zz 0 oa> N ��a as U Woo o Owa Ln C) U1 aoN 0Oma r^ V! U� W w W<< a� G o"" W zoo z$a N WREEL-% 0 0 01 h. 1.10E>h LL AN. 0 U= _ clz 04 +r N I"'— C/) 0 ��, J — M CV Cfl a J ti Lj— C� 0 � c- w , MIN w w w w w „pnn 0 I BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 5/8" TYPE "X" GYP. BD. LU Safety Harbor, Florida 34695 AT ALL WALL5 AND GEILIN6 ( 813 265 4808 r ^ OF ENOL05ED U5ABLE 5PAGE i/ UNDER STAIR JOB NO: 02J14020 PROJ MGR: JF (3) 2X12 5TRIN6ER5 TYP. I DRAWN: ST CHECKED: -- 5TAIR DETAIL5 LANDING/STRINGER DETA 5GALE: 1 1/2" = 1'-0" IL 2 CC 6-PLEX LOT 126131 Details. LU D1.1 REVISION FIBER6LA55 ROOF 5HIN6LE5 OVER 30# FELT. INSTALL PER MANUFAGTURER5 5PEr,IFICATION5 PREFIN15HED METAL DRIP E06E OVER PREFIN15HED ALUMINUM WRAPPED IX2 OVER 2X6 HP, FA5GIA II II II GONTINUOU5 PERFORATED ALUMINUM, ii OR VINYL SOFFIT, TYP. II II II 5EE 5TRUGTURAL / TRU55 II ENC71NEERIN6 DRAHIN65 FOR CABLE END FRAMING CONDITION, TYP. • -2EE ELEVATION5 FOR BEARING HEIGHT CONTINUOUS VINYL DRIP - TYPICAL AT DIFFERING 51,155TRATE5 1/5"THK CEMENT BA5ED PLASTER FIN15H (PER ASTM G-126) ON FELT BACKED 6ORR05I0N RE515TANT LATH OVER HEATHER RE515TIVE BARRIER OVER '5HEATHIN6 AND HALL FRAMING PER STRUCTURAL. —.05EE ELEVATIONS FOR FIN15H FLOOR HEIGHT EE ELEVATIONS FOR -- - ---"VB-EAR-INC, HEI - GONTINUOU5 GORRO51ON RE515TANT DRIP - TYPIGA QIrZr--rQAT=C, Ll GONTINUOU5 REINFORCED MA50NRY TIE BEAM- 5EE STRUCTURAL PRAININ65 5/e?"THK CEMENT BA5ED PLA5TER FIN15H (PER A5TM 6-126) ON CONCRETE MASONRY UNIT GON5TRUGTION rIVr:K(7L/A�=? KUUr =yNIN0Lr=y UVtK �U* --------------- FELT. INSTALL PER MANUFAGTURER5 x SPEC IFICATION5 PREMANUFAGTURED IN5ULATION VERIFY 12 BAFFLE BETWEEN EACH TRU55 PER PRE-ENGINEERED HOOD TRU55E5 ELEVATION 5EE 5TRUGTURAL AND TRU55 11-611 PRANINC75 FOR 5PAGIN6AND CONNECTION DETAILS y y y y y yl IY y I -A,_5EE ELEVATIONS FOR TBEARING GYPSUM HEIGHT WALLBOARD OR 1/2" PREFIN15HED METAL DRIP R30 BLOWN E06E OVER PREFIN15HEP GELLUL05E INSULATION ALUMINUM WRAPPED IX2 FIBER6LA55 ROOF 5HIN6LE5 OVER 30# OVER 2X6 NO. FA561A 112" GYPSUM FELT. IN5TALL PER MANUFAGTURER5 WALLBOARD OR 1/2" 1/2" 6YP5UM CEILIN6 BOARD 5PEGIFIGATION5 GONTINUOU5 PERFORATED ALUMINUM, 1/2" (5YP5UM OR VINYL SOFFIT, TYP. WALLBOARD OVER 2X HOOP 5TUP FRAMING HOOD STUD FRAMING -7/8"THK CEMENT BA5ED PLA5TER FINISH PREMANUFACTUREP INSULATION VERIFY (PER A5TM G-126) ON FELT BACKED PREMANUFACTURED INSULATION VERIFY GORRO51ON RE515TANT LATH OVER BAFFLE BETWEEN EACH TRU55 PER 12 HEATHER RESISTIVE BARRIER OVER BAFFLE BETWEEN EACH TRU55 FLOOR SHEATHING 5HEATHIN6 AND HALL FRAMINGPER 4 OVER EN61NEERED 5TRUGTURAL. FLOOR 5Y5TEM PER PER ELEVATION 5TRUGTURAL PRE-ENGINEERED HOOD TRUSSES 5EE ELEVATION5 FOR — —HEIGHTII PRE-ENGINEERED WOOD TRUSSES FINISH FLOOR FLOOR 5HEATHIN6 5EE 5TRUGTURAL AND TRU55 > SEE 5TRUGTURAL AND TRU55 —7 --5EE ELEVATIONS FOR - —- — - — -- OVER ENGINEERED PRANIN65 FOR 5PA11-6 1 GIN6 AND BEARING-- HEIGHT DRAHIN65 FOR 5PAGIN6 AND 11-611 R30 BATT INSULATION FLOOR 5Y5TEM PER CONNECTION DETAIL5 518" 6YP5UM CONNECTION DETAIL5 WALLBOARD OR 1/2° CONTINUOUS CORROSION GEILINC7 BOARD RE515TANT DRIP - TYPICAL AT DIFFERING 51,165TRATE5 i,5EE ELEVATION5 FOR----- GONTINUOU5 REINFORCED ---+SEE ELEVATIONS FOR MASONRY TIE BEAM - 1/2" (7YP5UM SEE 5TRUGTURAL DRAHIN65 HALLBOARD OVER P.T. BEARINGHE16HT IX2 FURRING 5TRIP5 4 5/b"THK CEMENT BA5ED PLA5TER FIN15H R4.1 FOIL INSULATION (PER A5TM G-926) ON CONCRETE `k -M I MASONRY UNIT GON5TRUGTION bNor- TRIM 5ELEGTED ED BY OWNER GORRO51ON RE515TANT FLOOR FIN15H CORROSION RE515TANT WEEP SCREED - TYPICAL 5ELEGTED BY OWNER WEEP 5GREEP - TYPICAL 6 MIL POR BARRIER +01011 FIN15H FLOOR A59 MED FIN15HED A55UMED FIN15HEP 6 GRADE RADE TYPICAL FOOTING SEE </ TYPICAL FOOTING 5EE 1 11 5TRUGTURAL FOR 51ZE 4 STRUCTURAL FOR 51ZE 4 REINFORGIN6REINFORGIN6 �j/\\/�\ ° Q \/\\\/\\%\\ j\\\ / Nv NOTE: X'</1X/\//\\//\NOTE: OOFINCMAERIAL (PER ELEVATION) 5HALL Ix1X\ 1 ALL ROOFING (PER ELEVATION) SHALL �i\/\/\/\/ ALL RN N BE INSTALLED PER MANUFAGTURER'5 IN5TALLATION BE IN5TALLED PER MANUFACTURERS INSTALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHINC7WITH IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAHIN65 5TRUGTURAL DRAHIN65 R30 BLOWN GELLUL05E INSULATION I/,)" GRADE TYPICAL FOOTING 5EE 1YPIGAL FOOTIN6 5EE %j//j/j/\///\ `/j////\\/jj///\///\//� 5TRUGTURAL FOR 51ZE 4 5TRUGTURAL FOR 51ZE 4 REINFORCING REINFORGINC7 Z 0,. 0' 0 NOTE: XK/ NOTE: a //\\j/\\j/\\j/\\ W ALL ROOFING MATERIAL (PER ELEVATION) 5HALL ALL ROOFINC7MATERIAL (PER ELEVATIO ALL 13E INSTALLED PER MANUFACTURERS INSTALLATION BE IN5TALLEP PER MANUFACTURERS INSTALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAHIN65 5TRUGTURAL DRAWINGS TWO STORY WALL SECTION TWO STORY WALL SECTION ONE STORY MASONRY WALL ONE STORY MASONRY WALL f A 3 SCALE: 3/4"=I' -O" 5GALE: 3/4"=I' -O" 5CALE: 3/4"=I' -O" 56ALE: 3/4"=I' -O" a Details REVIS wz' o Z OQS z 02Z z K u) 0 < D) UJ > G:<z w 2�< LU zoo a D ,A ww z �o O c 0 10 0! V 1E 0 .401 X U. 2, c\1 w se o O w C:) CN 04 I" - C/) C:) O -� LO JI'-- -j 04 C%4 = m co cc Jr` C:) c- =3 0 CU IIIVIHIIKK ca 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: SIT CHECKED: -- WALL DETAIL5 FIBER6LA55 5HIN6LE5 6-PLEX LOT 126-131 D1.2 BION GYPSUM WALLBOARD OR 1/2" (,EILIN6 BOARD FIBER6LA55 ROOF 5HIN6LE5 OVER 30# FIBER6LA55 ROOF 5HIN6LE5 OVER 30# FELT. IN5TALL PER MANUFAGTURER5 FELT. INSTALL PER MANUFAGTURER5 1/2" 6YP5UM 5PEGIFIGATION5 5PEGIFIGATION5 WALLBOARD OVER 2X HOOP 5TUP FRAMING PREMANUFACTUREP INSULATION VERIFY PREMANUFACTURED INSULATION VERIFY BAFFLE BETWEEN EACH TRU55 PER 12 BAFFLE BETWEEN EACH TRU55 12 ELEVATION PER ELEVATION PRE-ENGINEERED HOOD TRUSSES PRE-ENGINEERED WOOD TRUSSES FLOOR 5HEATHIN6 5EE 5TRUGTURAL AND TRU55 SEE 5TRUGTURAL AND TRU55 OVER ENGINEERED PRANIN65 FOR 5PA11-6 1 GIN6 AND DRAHIN65 FOR 5PAGIN6 AND 11-611 FLOOR 5Y5TEM PER CONNECTION DETAIL5 > CONNECTION DETAIL5 5TRUGTURAL i,5EE ELEVATION5 FOR----- ---+SEE ELEVATIONS FOR BEARING HEIGHT BEARINGHE16HT PREFIN15HED METAL DRIP PREFIN15HED METAL DRIP EP6E OVER PREFIN15HED R30 BLOWN E06E OVER PREFIN15HED R30 BLOWN ALUMINUM WRAPPED IX2 CELLUL05E INSULATION ALUMINUM WRAPPED IX2 GELLUL05E IN5ULATION OVER 2X6 W. FA5GIA OVER 2X6 NO. FA5GIA 1/2" 6YP5UM SEE ELEVATIONS FOR 1/2" GYPSUM WALLBOARD OR 1/2" T.O. WINDOW NALL130ARD OR I R30 BATT IN5ULATION GEILINC7BOARD GEILIN6 BOARD 5/6' 6YP5UM GONTINUOU5 PERFORATED ALUMINUM, GONTINUOU5 PERFORATED ALUMINUM, WALLBOARD OR 112" OR VINYL SOFFIT, TYP. OR VINYL 5OFFIT, TYP. GEILIN6 BOARD 1/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL INSULATION MASONRY REINFORCED GONTINUOU5 TIE BEAM- 5EE 5TRUGTURAL DRANIN65 MA50NRY REINFORCED GONTINUOU5 TIE BEAM - 5EE 5TRUGTURAL DRAWINGS 1/2" GYPSUM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 It 5/6"THK GEMENT-BA5ED PLA5TER FIN15H 5/8"THK GEMENT-BA5ED PLA5TER FIN15H L R4.1 FOIL IN5ULATION (PER A5TM G-126) ON CONCRETE (PER A5TM G-926) ON CONCRETE MASONRY UNIT GON5TRUGTION. MASONRY UNIT GON5TRUGTION. PROVIDE CONTROL JOINTS A5 PROVIDE CONTROL JOINTS AS INDICATED ON EXTERIOR ELEVATIONS, TYP INDICATED ON EXTERIOR ELEVATION5, TYP 1/2" 6YP5UM WALLBOARD OVER P.T. IX2 FURRING 5TRIP5 4 R4.1 FOIL INSULATION BA5E TRIM 5ELEGTED BA5E TRIM 5ELEGTED BASE TRIM 5ELEGTED BY OWNER BY OWNER BY OWNER FLOOR FIN15H GORRO51ON RE515TANT NEEP 5GREEP - TYPICAL FLOOR FINISH CORROSION RE515TANT WEEP 56REED - TYPICAL FLOOR FINISH 5ELEGTED BY OWNER 5ELEGTED 13Y OWNER 5ELEGTED BY OWNER b MIL VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH mi L VAPOR BARRIER PAINT EXPOSED CONCRETE TO MATCH b MIL VAPOR BARRIER WALL SURFACE WALL 5URFAGE +01011 +01011 — - — — — — - - - - FIN15H FLOOR FIN15H FLOOR A55UMED FIN15HED z xz Y'717/77/7�// DFN FIN15HED R30 BLOWN GELLUL05E INSULATION I/,)" GRADE TYPICAL FOOTING 5EE 1YPIGAL FOOTIN6 5EE %j//j/j/\///\ `/j////\\/jj///\///\//� 5TRUGTURAL FOR 51ZE 4 5TRUGTURAL FOR 51ZE 4 REINFORCING REINFORGINC7 Z 0,. 0' 0 NOTE: XK/ NOTE: a //\\j/\\j/\\j/\\ W ALL ROOFING MATERIAL (PER ELEVATION) 5HALL ALL ROOFINC7MATERIAL (PER ELEVATIO ALL 13E INSTALLED PER MANUFACTURERS INSTALLATION BE IN5TALLEP PER MANUFACTURERS INSTALLATION IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH IN5TRUGTION5- VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRAHIN65 5TRUGTURAL DRAWINGS TWO STORY WALL SECTION TWO STORY WALL SECTION ONE STORY MASONRY WALL ONE STORY MASONRY WALL f A 3 SCALE: 3/4"=I' -O" 5GALE: 3/4"=I' -O" 5CALE: 3/4"=I' -O" 56ALE: 3/4"=I' -O" a Details REVIS wz' o Z OQS z 02Z z K u) 0 < D) UJ > G:<z w 2�< LU zoo a D ,A ww z �o O c 0 10 0! V 1E 0 .401 X U. 2, c\1 w se o O w C:) CN 04 I" - C/) C:) O -� LO JI'-- -j 04 C%4 = m co cc Jr` C:) c- =3 0 CU IIIVIHIIKK ca 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: SIT CHECKED: -- WALL DETAIL5 FIBER6LA55 5HIN6LE5 6-PLEX LOT 126-131 D1.2 BION GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-133). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING R 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "'NATIONAL DESIGN E DIRE SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -,B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Wing U.N.O. E = 1„500,000 Wine U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc II 2100 Fc j = 900 Fc j = 900 Fc i = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. 1S TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. Q DAT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/211, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph INDEX O F DRAWINGS FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INTERNAL PRESSURE COEFFICIENT +/-0.18 11111111/11r WIND PRESSURE & SUCTION EFFECTIVE SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OFOF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A O U Q ZE N VALUE DENOTES PRESSURE AREA (SQ FT) MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING AREA O O BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (+) 21.2 SHEET SHEET TITLE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (+) 20.2 (+) 20.2 (-) 22.0 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 50 S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (-) 23.9 100 (+) 18.0 (+) 18.0 F- (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. GARAGE DOORS S2.0 FOUNDATION PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES + Of W m (-) 20.9 CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUCTION DIAGRAM5 5 S2.1 FOUNDATION PLAN STANDARD DESIGN PRESSURE NOTES SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET S3.0 DOWEL PLACEMENT PLAN 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. REQUIRED. REFER TO SECTION R301.2.1.2 OF THE �7 S3. 1 DOWEL PLACEMENT PLA N V V/`y AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. Q D W � 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. J S4.0 FIRST FLOOR FRAMING PLAN CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1 A 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE W 54,1 FIRST FLOOR F RAM I N G PLAN 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. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY U STRUCTURAL ENG: BED Z) O 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE TRUSS ENGINEER of RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S4.2 NOTES & CONNECTOR LEGEND REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS Q 54.3 ROOF FRAMING PLAN 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS JOB No. TM - 2150877 Lij SCALE: AS INDICATED BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF S4.4 ROOF FRAMING PLAN AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 2 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. S5.O LINTEL PLAN 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) S5.1- f LINTEL PLAN 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) S D 1 FOUNDATION DETAILS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: SD2 GENERAL GENERAL DETAILS OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF S D3 GENERAL DETAILS OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: SD4 GENERAL DETAILS MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF SD5 TWO STORY DETAILS CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SD6 TWO STORY DETAILS 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS S S D7 1-/`1f� i V Vl"� /-1 PARTY RTS/ t � /ALL DETAILS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS �7 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS OVIIFOR IN 2 7/16" OSB BLOCKINGWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS.C.TO PROVIDE SHEATHING Q SD8 PARTY WALL DETAILS FILLED WITH COARSE GROUT AND GRADE 40 STEEL.. REINFORCEMENT SHALL BE 6 PLACED IN CENTER MASONRY CELL W/ MIN 1/2" CLEARANCE INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS ST1 GENERAL STAIR DETAIL 6. VERTICAL REINFORCEMENT EMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. UPDATES POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 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 MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP NUMBER DATE DESCRIPTION 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 2x4 SPF #2 CONT. LATERAL TRUSS BOTTOM 1 6/23/2014 CREATED 8 -UNIT AND 6 -UNIT BLDGS WITH 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT (MIN.) CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS TRADITIONAL ELEVATION 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 DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW THE USE OF FELT PAPER AS A STOP IS PROHIBITED ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 2 10/14/2014 BIRCH UNIT REVISION 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-133). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND CONSOLIDATION. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING R 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "'NATIONAL DESIGN E DIRE SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -,B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Wing U.N.O. E = 1„500,000 Wine U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc II 2100 Fc j = 900 Fc j = 900 Fc i = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. 1S TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. Q DAT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/211, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 11111111/11r WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND O U Q ZE N VALUE DENOTES PRESSURE AREA (SQ FT) O q C. '`+ �: �r �.,, ` , • e - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 O - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 a z W - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 F- - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" Z 0 V W 0 (+)18.4 + Of W m (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM5 5 4 4 a 5I 5 J✓ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. REVISION O a w LU LO 0 Q 1qr 11111111/11r w o Q LO fV O U Q ZE IV O q C. '`+ �: �r �.,, ` , • e J O J 00 O O LU LL O �\ J 0 11 z Z = a z W Z 0� -� Ix Wco Z W F- Z 0 0 v N Z 0 V W 0 Q W = of Q 0 W Q V CK 0 0 WW L LLj Q 0 Of W m - W O w _ LU o F5 00� O 25 I r m 1- O t0Uj 0 OD LU cn-5>-0h Q D W � CV J W U STRUCTURAL ENG: BED Z) O H U) -STRUCT: BM - - - Q QC CHECK CC LL Z JOB No. TM - 2150877 Lij SCALE: AS INDICATED O a w r• %X�%1 Q 1qr 11111111/11r w o Y�• ••• ��` �/ 0(y :+1��ijV\��coo * F- GC' C = `� 1.1. < U Q ZE IV O q C. '`+ �: �r �.,, ` , • e J O J to O LU LL O �\ J .t tttt. 0 w,. CL 011 (y) O�hi��I' Ci Q o Q O z C U � 0 2 W z Q U O 4 1� U_ O 0 U) am > O W U) � vJ U Z W O � 8 Wiz Q Z ° C6M § U) �2S Z cn O Z o�TSQ� .q Q� <�W O J �NI-`'z U LL o it 'z20a<WE LU F- U cc U 'S J O LA_ O z � Uj O LU 0 w U CLZ z p to LU O J 0 11 z Z = Z W F- F- Z 0 0 - W 00� O 25 I r m 1- O t0Uj LU cn-5>-0h o0Q=0 J W U STRUCTURAL ENG: BED Z) DRAFTING: H U) -STRUCT: BM - - - Q QC CHECK CC Z JOB No. TM - 2150877 Lij SCALE: AS INDICATED X DATE: 07/23/15 co 2 SH 1 W FOUNDATION NOTES: �\ o07E] Q 7'-2" N O " 6'-6" 01 4'-4° 3.5 I 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. ■ O L w T -]SDI D (-)3-1/2" M F08 ■ SD1 U Z H 0000 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 1 � r PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL J ■ (n _jDETERMINE MF01 MF11 MQf�bJ SD1 SDI W FOUNDATION NOTES: �\ o07E] Q LOO LO N N O 4'-4° I 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. O O w W Z 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 'J PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL J U (n _jDETERMINE MQf�bJ _ (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR H O 132'-8" O EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. Z Z REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE n TWO STORY (U.N.O.)Uj M -3-1 /2" Q 0000___ 3. VERT. #5 BAR TO BE HOOKED AT TOP &BOTTOM (FTG. &TIE BEAM p W ..p STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND 22'-4" 22'-0" 22'-0"2 O ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. „ _ „ LAP SPLICES SHALL BE NO LESS THAN 25 U.1 Q 0 15'-2" 4'-10" 16'-10" 16'-10 4'- 10 I 9l'' A �', W - -000.0_ 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR ' 0 4„ 4 I" RECESSING DOOR SILLS. z= W MF01 MF01 NtiIN 4 N _ SD1 SD1 O 2 � � � '' i 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE, N O W 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Q W 1.. 01_--_.... , . IMI 1SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) H I- ■ ■ ■ ■ ■ ■ ■ ■ ■ j _.._,.... ' CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W U Q W y I- I MF08 MF08 I- Igo �'t1,._._.I. THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR _ W I I SD1 SDI MF11 M 'I i''' `�1 1/ USE ALTERNATE APPROVED METHOD. W SD1MF01 MF11 3-1/2" U- F19 0 - 3-1/2" 1 I "I y,l I a luy..m.^I'°P11 N 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 0 (, II _ SD1 U U SD1IIWII . - 0 sa N f ct;t E COMMUNITY & COUNTY CODES. O O m MF01 2� a SD1 CO °- MF01 R1 NII II' MML N i; _. y 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 J Z 1 I SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z W W W I I SD1 ■ ■ SD1 I I 1� 1 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION p I- I I, 1 INSTRUCTIONS. J - --- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IMN ._•..I _ ._.....: MI IM MI .....w...--- { II ..... .. IMI „ a .I . mm ..._ - _ - �I ___ MMI IMMI MMI!I�� 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 00 _ Q W N I MF11 �tll 1 ',�• 110. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED � � MF11 MF01 MF01 G DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO 0r SDI SD1 I SDI SD1 I ",I l „'l N +II DETERMINE STEP LOCATIONS IF REQUIRED 1 - "N 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS LL N AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD u._W a d ��I 1 1 1 1 1 1 / O 1 1 ao I 1 FOOTING STEP DOWN AND CORNER INFORMATION. O / _ N 1 1 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITIO URCE ••°1 �•"'�"?/'��i W_ MF1 MF1 MF1 FxNN 1 „ '0 •• /� iA Z Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR 70 PROVIDE H � • ef' • SD1 SD1 SD1 �� I' _ •ay LL • o 1 1 I PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION a, O (' p`� -- U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U h �"" U-0" FIN. FLR 1 V-0" FIN. FLR I 1 U-0" FIN. FLR 1 tt „i'" N ILII pIIIIININI;l " FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE s -a < ®� = � Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL •. • CL' t/i k MF06 _ CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •'•• `,', ••••'4j�` !�w "'7 J 0 „ FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ',; ti ®��``O 3 1/2" THICK CONIC. SLAB W/ 6X6 I I SD1 M 3 I/2" THICK CONC. SLAB W/ 6X6 I I 3 1/2 THICK CONC. SLAB W/ 6X6 N I INi: i C �FsIC ,b I' SOIL TO BE FRE FOR ANI MATERIALAND COHESIVE IL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL +4+l"I I " 1 A \,�il.tr' A k' I E O ORGANICo SOILS, �j / � NN W/1.4 VAPOR BARRIER OVER I I VAPOR BARRIER OVER VAPOR BARRIER OVER I s,p�.,dM'�R BA,I N [! N-1. COMPACTED IN 12 LIFTS TO AT LEAST 95 /o OF MAX. DRY DENSITY AS Q a,- Ill I I11. DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). _M COMPACTED FILL. _ COMPACTED FILL. COMPACTED FILL. C'0MII:'AJ, p 1::8..':'i IIII I,.. F - h\ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 MF08 14f I 1 1 1 1 SD1 I MF11 PROVIDE CONDUIT 1 PROVIDE CONDUIT 'v ITCH SD1 IN SLAB FOR Sp 6 IN SLAB FOR ISLAND ELECTRIC I ISLAND ELECTRIC / I 0 0 X, OCD z ___.......... 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. p IIII G�4 _ O BARS & 3" MIN COVER TOE GE OF CONIC. �C d lu 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. U Z 909�� U WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. O O� 28" 28" 12" d / #5' EQUALLY SPACED EA � o>_ I....__.. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p o 0 N I PROVIDE N p IIN IN : BARS & 3" MIN. COVER TO EDGE OF CONC. F QIm co MF01 I I 1 WATER LINE �/� I!h!N 1.1111 III:'I 30"x30"x12" d w/ #5's EQUALLY SPACED EA. > O SD1 - 0 00 / FOR ICE MAKER C?I; ICE I'tiNN tiN' II. II IL 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w o o I i< I 1 1 O BARS & 3" MIN. COVER TO EDGE OF CONC. d I � \ I MF03 III r3 - - SD1 N v & , - 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. u i .I 1 MF03 L � _........... 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN - -- „ ... PROVIDE PROVIDE { ' BARS & 3" MIN. COVER TO EDGE OF CONC. H I WATER LINE I I 1 WATER LINE h 36 x36 x12 dp w/ #5's EQUALLY SPACED EA. FOR ICE MAKER FOR ICE MAKER I I -` 0000 :i__.......... ...__ ,:: 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 6 # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. L.1.. � U I - 1 " 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. p W �' ^ � �. At-� _ _ n __.._ 2'-3' 11 -$ 9 I IB° , L., I' .. _.... „ 0 VI C.4 n 0000 I :„, 3.5 BARS WAY 1N. 3" MIN. COVER O EDGE OF CONIC. RIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z 0 Z "� SD1 SD1 �MF03 MF03 MF03 h I,i, r N MF03 -- SD1 - L.I ' __._`, 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O O U us ale- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 8# 5 E.W. 0 Z O F o- 1 1 0 O Z _ ■ - 1 - 5-1 /2" 1Nullluu, ~ N 1 I BARS & 3 MIN. COVER TO EDGE OF CONC. O J Q W z q .3 __ MF03 00 VIII 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ¢ g VIII III 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 9 # 5 E.W. I- Q n r 1 � 1 ul �� ur BARS & 3" MIN. COVER TO EDGE OF CONC. O � 0 O Q � ��'� � � 11 60"x60"x16" dp w/#5's EQUALLY SPACED EA. W . 1 '- " 14'-10" 4'-4., 11 8, co 3'-8" 6,-8„ &M4F06 0 d..n.. a 9+III y l u l N. „RIZ. CLEARANCE BETWEEN 7 U 3 2 1 SD1 r 1 L.. 1�`4.., ,. � °,,,i bl y , I BARS &WAY I 3" MIN. COVER O EDGE OF CONC.MIN (10) # 5 E.W. � Z MF03 IW ~ SD1 _,...__. I _.. . _ I.,":.�... _IJ le - L= II SYMBOLS LEGEND �- Q All Z ~ U_ 1 1 1 6 2 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. MF02 N .-,... TO TIE BEAM ( O.C. MAX U.N.O.). O� W 30: SD1 �_... .,... • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q �-- a = (L 3.5 ( 1 n ,,...._. TO TIE BEAM. Z 000 0`0 c0 r ' 1 r I pQ r10 MF18 N MF11 MF01 MFI I 1 ru'`hII'9111 II �, SNII �I} h'tl' 0 Uj SDI SDI I 1 SD1 SDI r =. N ° h b„, 0 INDICATES GRC6,'J�',FILLED CELL WITH NO REINFORCEMENT. ago 1 N 1 O -�Io 3 ■ ■ ■ ■ ■ ■ ■ ■ ■ MF13 IV '' IMI IMII I MMI" ..., MI MM IMI 11.. U ■ I 1 c ■ MF02 1 Jo ~ MF19 - 3-1/2 p SD1 I ,D 1 II 1 9 ua > .. Q 1 MF18111NNNNIm �I IIII s k u� rill �__..._ O W • • MI MM' J 1 ., 18t_1N E o 11 SD1 4 0 0" 1 _ ■ ■■ ■!._ ° NIIINIIINIIIuy Ilu Z o r M F08 1 MF13 MF02 MF13 MF02 SDI H, SD1 MD01 IIINIBiII,„, Ij°Nv1l..)Ci1 ', I" 4 N II .ihl �...I W Z SDI SDI I I SD1 SD1 MF01 o MF08 2 a 3-1/2 SD2 c -c'' MD01 IC:;,Ip y h„IlNli ;1-� , ° NII �IL;I,' d kll II u ■ I+V... Z _ 2 5 mn, r r - 1--- Z t. SD1 �t SD1 M -,_ -1-1-1 v J _.. _ 2.5 SD2 ,N' ," ..,.._.. __ .___m.... ,_ ....,......._... t.._... _ ° e W • ■• •• ■■ ■• •■ • ® ® N5� N !... Ilk Nil; SD1 I�1,� 0 O r. MD01 MD01 MD01 MD01 € SD2 SD2 SD2 SD2 O m r 6' 4' Z �O 2'-2" 16'-0" 4'-2" 2'-2" 8'-0" 2'-2" 3'-8" 5'_9Y2„ 10-I9'-4" 1' 10" 8'-0" 2'-0" �^'.. )'l - d"I N..� n ..I 'I p,°,yl W U 0 21 � 3 .. _ W 12'-4" 9'-5y2,e Y2 10'-2,. 11'-10" - 0000- 1 II ._... LL W O Q= 0 221-4° 22'-0" 22'-0" ,2._0„ LCL ~ ~ J _ 132'-8" 0 TWO STORY (U.N.O.) I` STRUCTURAL ENG: BED ....... . . . ....._..0000 ..............._ ........, . „ . , .. . Z DRAFTING: H W-STRUCT: BM J - Q QC CHECK: CC W JOB No. TM - 2150877 !SION U SCALE: AS INDICATED 2M DATE: 07/23/15 FOUNDATION PLAN 1/4"111=11-011 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. HIP �\ o07E] � ,X, 16-2 „ 4'-4° I PSF. w 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO _jDETERMINE MQf�bJ I REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE n O M -3-1 /2" ..p STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND OU r,l "' � N ■ II - 1 I PROVIDE CONDUIT i._ a.)Iti91,.)N `.. Il � NI'', FOOTING SIZES PENDING DEPTH OF STEMWALL D tj IIII 3 111111 J o `- 1�. s ■ IN SLAB FOR ISLAND ELECTRIC n.) 11'°1 SLAB AB N;IN I' ti II �N II�..� I:..�..Fa 1 F �,: p,. I„ FOOTING SCHEDULE Z GQ � I d POO0 M MF08 14f I 1 1 1 1 SD1 I MF11 PROVIDE CONDUIT 1 PROVIDE CONDUIT 'v ITCH SD1 IN SLAB FOR Sp 6 IN SLAB FOR ISLAND ELECTRIC I ISLAND ELECTRIC / I 0 0 X, OCD z ___.......... 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. p IIII G�4 _ O BARS & 3" MIN COVER TOE GE OF CONIC. �C d lu 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. U Z 909�� U WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. O O� 28" 28" 12" d / #5' EQUALLY SPACED EA � o>_ I....__.. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p o 0 N I PROVIDE N p IIN IN : BARS & 3" MIN. COVER TO EDGE OF CONC. F QIm co MF01 I I 1 WATER LINE �/� I!h!N 1.1111 III:'I 30"x30"x12" d w/ #5's EQUALLY SPACED EA. > O SD1 - 0 00 / FOR ICE MAKER C?I; ICE I'tiNN tiN' II. II IL 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w o o I i< I 1 1 O BARS & 3" MIN. COVER TO EDGE OF CONC. d I � \ I MF03 III r3 - - SD1 N v & , - 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. u i .I 1 MF03 L � _........... 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN - -- „ ... PROVIDE PROVIDE { ' BARS & 3" MIN. COVER TO EDGE OF CONC. H I WATER LINE I I 1 WATER LINE h 36 x36 x12 dp w/ #5's EQUALLY SPACED EA. FOR ICE MAKER FOR ICE MAKER I I -` 0000 :i__.......... ...__ ,:: 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 6 # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. L.1.. � U I - 1 " 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. p W �' ^ � �. At-� _ _ n __.._ 2'-3' 11 -$ 9 I IB° , L., I' .. _.... „ 0 VI C.4 n 0000 I :„, 3.5 BARS WAY 1N. 3" MIN. COVER O EDGE OF CONIC. RIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z 0 Z "� SD1 SD1 �MF03 MF03 MF03 h I,i, r N MF03 -- SD1 - L.I ' __._`, 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O O U us ale- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 8# 5 E.W. 0 Z O F o- 1 1 0 O Z _ ■ - 1 - 5-1 /2" 1Nullluu, ~ N 1 I BARS & 3 MIN. COVER TO EDGE OF CONC. O J Q W z q .3 __ MF03 00 VIII 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ¢ g VIII III 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 9 # 5 E.W. I- Q n r 1 � 1 ul �� ur BARS & 3" MIN. COVER TO EDGE OF CONC. O � 0 O Q � ��'� � � 11 60"x60"x16" dp w/#5's EQUALLY SPACED EA. W . 1 '- " 14'-10" 4'-4., 11 8, co 3'-8" 6,-8„ &M4F06 0 d..n.. a 9+III y l u l N. „RIZ. CLEARANCE BETWEEN 7 U 3 2 1 SD1 r 1 L.. 1�`4.., ,. � °,,,i bl y , I BARS &WAY I 3" MIN. COVER O EDGE OF CONC.MIN (10) # 5 E.W. � Z MF03 IW ~ SD1 _,...__. I _.. . _ I.,":.�... _IJ le - L= II SYMBOLS LEGEND �- Q All Z ~ U_ 1 1 1 6 2 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. MF02 N .-,... TO TIE BEAM ( O.C. MAX U.N.O.). O� W 30: SD1 �_... .,... • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q �-- a = (L 3.5 ( 1 n ,,...._. TO TIE BEAM. Z 000 0`0 c0 r ' 1 r I pQ r10 MF18 N MF11 MF01 MFI I 1 ru'`hII'9111 II �, SNII �I} h'tl' 0 Uj SDI SDI I 1 SD1 SDI r =. N ° h b„, 0 INDICATES GRC6,'J�',FILLED CELL WITH NO REINFORCEMENT. ago 1 N 1 O -�Io 3 ■ ■ ■ ■ ■ ■ ■ ■ ■ MF13 IV '' IMI IMII I MMI" ..., MI MM IMI 11.. U ■ I 1 c ■ MF02 1 Jo ~ MF19 - 3-1/2 p SD1 I ,D 1 II 1 9 ua > .. Q 1 MF18111NNNNIm �I IIII s k u� rill �__..._ O W • • MI MM' J 1 ., 18t_1N E o 11 SD1 4 0 0" 1 _ ■ ■■ ■!._ ° NIIINIIINIIIuy Ilu Z o r M F08 1 MF13 MF02 MF13 MF02 SDI H, SD1 MD01 IIINIBiII,„, Ij°Nv1l..)Ci1 ', I" 4 N II .ihl �...I W Z SDI SDI I I SD1 SD1 MF01 o MF08 2 a 3-1/2 SD2 c -c'' MD01 IC:;,Ip y h„IlNli ;1-� , ° NII �IL;I,' d kll II u ■ I+V... 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. HIP �\ o07E] � ,X, FOUNDATION NOTES: UN Q 04 O 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 00 (0 LAPPED MIN. 6" AND SEALED. O O Z 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL ..i V U) (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR Q O 1- 132'-8" J U EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. Z Z TWO STORY (U.N.O.) W 3. VERT. w #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W 22'-0" 22'_p" ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 9 W ...---..._:_.. _... p u _... 22 -4' LAP SPLICES SHALL BE NO LESS THAN 25". � Q O u I GI'" 4'-10" 16'-10" 16'-10" 4'-10" 15'-2" T-2" - ----. W . .. 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR = V 1 r 4° 4" 6'-6" " RECESSING DOOR SILLS.Ijjjjrl W Z `' r 3.5 0 MFC1 2 MF01 _ LII::I"'N SD1 SD1 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. �`� W f.. N 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE C5 CL Q W I — SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) — _ • ■ ■ .., TF ■ ■ ■ ■ ■ ■ ■ ■ ! CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE w 0 Q W • -I F08 F08 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR = W 0 dlll I USE ALTERNATE APPROVED METHOD. W IZ 0 SDI MF08 0 f- 0 J �I N IIII P', MF11 F _ ~ _ - MF11 MF01 SD1 w Q fIF 1 �- _ - 1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY p 0 _ __._ . ,. I SD1 - U U 3-1 /2 o SD1 1 SD1 U (n N I COMMUNITY &COUNTY CODES. O O W m co H co S D 1 co I- o ti- - a I N I■ � a � a 2 ■ MF01 I I 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 J 0 W I I MF01 - 3-1/2" SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z W W W I SD1 SD1 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION p 0� I- a- 1 I 1 ( INSTRUCTIONS. -� -----. i ■ ■ ■ ■ ■ ■ ■Y ■ ■ ■ ■ ■ ■ ■ _ ■ 'v - 9. NO WOOD STAKE PERMITTED IN FOUNDATION. 00 it .. . 08 M S 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED I CN 0 1i"1 A` MF11 MF01 MF01 MF11 1 1 1 �_ 1 DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO �" I,N n H SD1 SD1 SD1 SDI U DETERMINE STEP LOCATIONS IF REQUIRED O _ ~ 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS �N%\1111111//j/ 1 N ( 1 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD LL e�� `//i✓ w Q 1 1 0 1 FOOTING STEP DOWN AND CORNER INFORMATION. �_``e ::•ee000`�/J%'✓✓�✓� N MF17 tlN I i1 I ( F17 1 F17 12. ANY EQUIPMENT AND/OR APPLES N IGNITION SOURCE' e W LL a �... _SHALL BE W Cj ... I I 1 PLATFORM w/ EITHER THER MASONRY OR WOORCT S UCTIO CC IDE SUCH a, « Z N O p� Z Z p D1)1 SD1 SD1VATED A MIN OF Uj Lu_ Q L_ 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS F- Vo C1 ry, .�.. • ''�. C] 0 FIN. FLR 0' 0" FIN. FLR 0' 0 FIN. FLR �( 0 ••,., FIN . f K. R 0 � • II I .... III 1 .."" _.....,,...._ , , ■ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE MF11 MF01 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL O SD1 SD1 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TOLL - o� 1 F06 I 1 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. O ✓�//// ` � ®�%N fid' t 3 1/2 THICK CONC. SLAB W/ 6X6 1 1 3 1/2 THICK CONC. SLAB W/ 6X6 SD1 3 1/2 THICK CONC. SLAB W/ 6X6 � ��/J I II IIri�=. p1,1\I, . � SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, m1N 1I,NIIN.. i W/1.4 XW/1:4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL W/1.4 XW/1.4 W.W.F. OVER 6 MIL 1 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS Q I VAPOR BARRIER OVER 1 1 VAPOR BARRIER OVER I 1 VAPOR BARRIER OVER ..J � . IIII,11111! N I DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). „t= �„ 6.IINII',I�tilrl'NII I. a II pl.11...COMPACTED FILL. COMPACTED FILL. COMPACTED FILL. 1 ■ `C THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 1 1 1 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 ' U I� r 4'_4" 2'_0 PSF. O LUM, 16'-2" 10 14. PENDING SITE DETERMINE REQUIRED IOCOURSES NS, IF EFOR ASTEMWALL FOULL IS DNDATION: SEE w �011y M IL o __ 3-1/2" ■ FOOTING SIZES PENDING DEPTH OF STEMWALL. OUB` " y'I191N"Ilo Jryl N f I ( STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q -- ( 1 ,0VIDE CONDLNI N PROVIDE CONDUIT U 3� a IN SLAP FOR IN SLAB FOR � Q � Z EIY �Nnl� 1 Is�ANDELECTRIc ■ FOOTING SCHEDULE M GQ o 0 ISLAND I I 1 F0812"x12"x12" dp w/ #5's EQUALLY SPACED EA. w 1 1 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. 1-- ZO SDI PROVIDE CONDUIT 1 F06 PROVIDE CONDUIT SD11 PITC BARS & 3" MIN. COVER TO EDGE OF CONC. _ F� IIII II',I 9tiS�Q U n n n IN SLAB FOR SD1 IN SLAB FOR , �. 24"x24"x12" d w/ #5's EQUALLY SPACED EA. U 031 I �x� 1 ISLAND ELECTRIC 1 ISLAND ELECTRIC 1/8 /If 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. u- Z 4� cs ■ Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 0� �ON N N;+ VID1:: _ PROVIDE 1 1 WATER LINE �� Nm I� I� Y. III IIII If 1;:31 1 ` II If::: EIIIIIIII N ,II IC FOR ICE MAKER h �I II Il F03 1 � n 1 _- ~J ■ I �1:01 � //>< ,I ~J ■ ■ � o 2.3 28 x28 x12 dp w/ 1*5 s EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z MF01, coo O O 11 BARS & 3" MIN. COVER TO EDGE OF CONC. _O SDI z U) 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. >O O � C (n 0 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN(5)#5E.W. n- 1 ® ~ - Or BARS & 3" MIN. COVER TO EDGE OF CONC. CV) L m b 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z III t? PROVIDE SD1 BARS & 3 MIN. COVER TO EDGE OF CONC. H PROVIDE I }. �.Iull... __ WATER LINE 1 1 1 WATER LINE 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. j Z . I 1 1 FOR ICE MAKER O FOR ICE MAKER O 3 WAY MIN. 2' HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ry J U —) BARS & 3" MIN. COVER TO EDGE OF CONC. j O : g 2'-3" I 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 W N I .. r N n F03 - - F03 3.5 WAY MIN. 2„ r)HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q W O M .- I— _-.._,_ N1Y''NG F03 I SDI I SDI = Q t3► BARS & 3” MIN. COVER TO EDGE OF CONC. AL3 Y ''I SD1F03 •- --�I O O O U F •� .• WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. - �,..,!'., lt�" 4(-)5-1/2" \ BARS & 3" MIN. COVER TO EDGE OF CONC. 0 I- w z 1 INuIP 1 F03 1 3 0 ■ 54"x54"x16" dp w/#5's EQUALLY SPACED EA. H- Q _ I' w -. ... SDI iv 1 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U < Z � g C) � U- O BARS & 3 MIN. COVER TO EDGE OF CONC. 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. O � � C W O 11 z J O � C (n W r 00T - Or CV) m b :UOZN )0 0 STRUCTURAL ENG: BED DRAFTING: -STRUCT: BM C QC CHECK: CC JOB No. TM - 2150877 SCALE: AS INDICATED DATE: 07/23/15 S2.1 I I I I L I ■ ■ ■ ■ ■ ■■ V ■ I (0 -STRUCT: BM T7 M W Ln r- CC 1 W ■ ■ ■ ■.. Q N O SCALE: AS INDICATED 00 LU DATE: 07/23/15 w 1U) Lu J 2 Ig 1 1� �� 10�� 10�� 4 8n 2 2n 8" 3i -8n 3�-8n 3�-8n 3-6n5i-10n 4�-6n p ... &2r -5n 3�-8n 3,-8n 3�-$n 8 in iu � ' �n a v Q ■ ■ ■ ■ ■ ■■ V ■ -STRUCT: BM : QC CHECK: CC 00 to ■ ■ ■ ■.. SCALE: AS INDICATED 00 LU DATE: 07/23/15 W S3,0 p O Z J z wo W W W W �— W Q (V M Q M (V W c „tl Z U I j F— Z N O W w ° CL Q 1 ! O v v L�r— ■ ■ ■ ■ ■ ■■ V ■ -STRUCT: BM : QC CHECK: CC JOB No. ■ ■ ■ ■.. SCALE: AS INDICATED LU DATE: 07/23/15 W S3,0 O O W W �— W I (V M M (V c „tl I j F— r :' 1 ! 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DRAFTING: -STRUCT: BM : QC CHECK: CC JOB No. TM - 2150877 SCALE: AS INDICATED DATE: 07/23/15 S3,0 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. Q TO TIE BEAM. z LU0 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. w r 0 N r rr , " r " r " r " r " r " r " r " r " r " r " 1 I 4-4 3-6 3-8 3-8 3-8 3-8 3-8 3-8 3-6 5-2 3-8 - - - . a10 e f litQ W M11 Jill HIM ■ ■ ■ ■ ■ LO W N 0 ,u U O o - r 0 zo Z I _ CD ■ ■ ■ o 1 01 '.,, r m ..._ ..... , _. ... INN�I ISI,,......_ ._..u.... _._..._........... ■ ■ ■ ■....... ... ...... ■... ■ ■ ■...■ ■ ■ IN Nit ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ----------- DOWEL LAYOUT PLAN 1/411= 1 1-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q N LO 00 00 0 O 0 O� J z W W � Q W = Z W O 0� 06 � Q Uj U Q (/) 0 W W W LL 0 o F- m 0 jIII � IX W W �— N U) W J CL 2 0 U 0 Z a M W W F— CL a 2 U W O z O U) 0. reo (L ui ry F— U) Q U) W 0 z O a U O J W 2 F- 2 F— W U Z a 0 ry 0 U U a z_ 0 W 0 d 0 z C) a 0 J 0 Z W 2 F- 0 Z a F— U) F- 0 F— W z C7 W 0 U) w _ I TTV lull W0 WIN l�l�l LLJ • NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM SYP#2 BUILT UP STUD COLUMN SPACING H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf '-rd. PT. s ATTACH KING STUD TO HEADER w/(8) BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN H3.5x9.25 (2)1.75"x9.25" LVL OR ENDNAILS OR ENDNAILS (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING NAILING SCHEDULE: SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 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 w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 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. 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. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 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. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(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 44 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 3-1/2"x9-1/2" LVL COLUMN. QO ATTACH KING STUD TO HEADER w/(6) H3.5x5.5 (2)1.75"x5.5" LVL 16d NAILS LVL COLUMN. TO ATTACH KING STUD TO HEADER w/(8) H3.5x7.25 (2)1.75"x7.25" LVL 16d NAILS H10A-2 1245 STANDARD COLUMN NOTES ATTACH KING STUD TO HEADER w/(10) H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)g" EPDXY ANCHORS w/ 16d NAILS 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING NAILING SCHEDULE: 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 w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 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 CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN gO (3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN O(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 HO 44 SYP#2 POST O6x6 SYP#2 POST OK 8x8 SYP#2 POST O3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O O H10A-2 1245 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 & " EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)g" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131„ x 22„ 10d .148" x 3" 12d .148" x 34" 16d .162" x 31' 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 VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) 1 META16 w/(7) 10dx12" NAILS OR FRAME TO CMU 1450 1450 META20 w/(7) 10d x 12" NAILS TAPCONS 2x BELOW DECKING PER ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 TOENAILS EA. SIDE (2)ply TRUSS (12) 16d x 12" NAILS o (2)ply 1900 (2)ply 1900 B2x10 H10A w/(18)10d x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 E (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 F HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 v (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (10) 10d NAILS B2x12 WITH 1/2" FLITCH El (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 NAILING SCHEDULE: (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) � LEDGER W/ (3) 10d TO POST: SIMP. HTS20 OR LSTA18 H2.5A w/(10)8d FRAME TO FRAME 535 600 7D MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 BUILDER BEYOND (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) nom. ON MASONRY: SIMP. META16 a MGT w/(22)10d $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 TO BEAM: SIMP. HUC410 w/(18)16d & 5" EMBEDMENT 1-1/2" EMBEDMENT @ (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 CANTILEVER SCALE: 3/4"=1'-0" SET EPDXY MIN. 7" EMBEDMENT ON MASONRY: SIMP. META16 Z 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 OW EPDXY MIN. 5" EMBEDMENT 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 11 HTSM16 w/(8)10d NAILS & (4) 4'x 2a' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 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 LTT20B w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. EPDXY MIN. 7" EMBEDMENT 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 19 HTT4 w/(18) 16d x 22' NAILS w/a" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT i m 0 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) W 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 - - 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 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS PLAN FOR MORE INFO AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. TO POST: SIMP. HTS20 OR LSTA18 SCHEDULE �Qllb.rs TO BEAM: SIMP. HUC48 w/(14)16d NAILS CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" PLATE TAPCONS 2x BELOW DECKING PER ON MASONRY: SIMP. META16 2x BLOCKING W/ (2) 10d FLOOR NAILING TO POST: SIMP. HTS20 OR LSTA18 TOENAILS EA. SIDE TO BEAM: SIMP. HUC410 w/(18)16d & o (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS 00 ON MASONRY: SIMP. META16 SIMPSON META16 A TO POST: SIMP. HTS20 OR LSTA18 o_ TO BEAM: SIMP. HUC410 w/(18)16d & v (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d JZ PLATE NAILS & (18)j"x24" TAPCONS PER ELEV; ATTACH TO NAILING SCHEDULE: ON MASONRY: SIMP. META16 � LEDGER W/ (3) 10d TO POST: SIMP. HTS20 OR LSTA18 O j TO BEAM: SIMP. HUC410 w/(18)16d & LINTEL PER PLAN (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d BUILDER BEYOND NAILS & (18)4"x24" TAPCONS nom. ON MASONRY: SIMP. META16 DOOR PER PLAN Q TO POST: SIMP. HTS20 OR LSTA18 W/ (2) 1/4" TAPCONS W/ TO BEAM: SIMP. HUC410 w/(18)16d & W 1-1/2" EMBEDMENT @ (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d U NAILS & (18)T"x24" TAPCONS CANTILEVER SCALE: 3/4"=1'-0" MASONRY WALL BEYOND ON MASONRY: SIMP. META16 Z TO POST: SIMP. HTS20 OR LSTA18 PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C.Fn W TO BEAM: SIMP. HUC410 w/(18)16d & N OW (10) 10d NAILS 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER NAILS & (18)4'x24' TAPCONS Z 0 06 Q z � `' '� I do ON MASONRY: SIMP. META16 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U- TO POST: (2) SIMP, HTS20 OR LSTA18 O0 -QW ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL -a EXTERIOR WALLS:. * NAIL TOGETHER USING (3) ROWS OF 12d NAILS O W F @ 6" O.C. EACH SIDE 3 U TO POST: (2) SIMP. HTS20 OR LSTA18 � ca � Z ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL O Q n �' E X ; W NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d W = H 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. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR Tj'E DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN D NED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LA TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) F W AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER iS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE SHEATHING PER PLAN 2ND FLOOR WALL SEE ATTACH PER NAILING PLAN FOR MORE INFO AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. W SCHEDULE �Qllb.rs CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER SIMPSON LSTA18 OR MTS 12 TO TRUSS TO 2x BELOW DECKING PER 2x BLOCKING W/ (2) 10d FLOOR NAILING L TOENAILS EA. SIDE SCHEDULE o ROOF SHEATHING CANTILEVERED FLOOR o z ATTACHED PER TRUSS PER PLAN 00 NAILING SCHEDULE SIMPSON META16 A 2x CONT. W/ (2) 12d o_ NAILS TO EA. 2x v 0 2x10 # 2 SYP PT @ 24" F- O.C. RIPPED @ END JZ z�� PER ELEV; ATTACH TO NAILING SCHEDULE: co Z � LEDGER W/ (3) 10d oW O j TOENAILS LINTEL PER PLAN ROOFS: FALSE BRACKET BY 5 BUILDER BEYOND FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" nom. 2x10 # 2 SYP LEDGER DOOR PER PLAN Q 0 W/ (2) 1/4" TAPCONS W/ W 1-1/2" EMBEDMENT @ 16" O.C. & 6" FROM EA. S5 2 STORY WALL CONNECTION END EQ. SPREAD U VERTICALLY CANTILEVER SCALE: 3/4"=1'-0" MASONRY WALL BEYOND 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. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR Tj'E DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN D NED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LA TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) F W AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER iS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED U) W x (0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. W �Qllb.rs CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER d THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: N O C, o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Q o z TRUSS MANUFACTURERS LAYOUT W 00 ---- STOP---- o_ a v 0 F- F- o JZ z�� NAILING SCHEDULE: co Z � oW O j a o0 ROOFS: W 5 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" nom. LLI Q 0 n/ W = U � z UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C.Fn W N OW GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.Q W W 5; •- 0 N p M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER U) Z 0 06 Q z � `' '� I do EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U- O0 -QW Z Z -a EXTERIOR WALLS:. W O W F 3 U � ca � Z NAILS: 0 Uj O Q n �' E X ; W NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 0 W = H W W 11 0 Q 0 17- = J W Q -I W 0 v i m 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 0 H U BE IN ACCORDANCE WITH ASTM A 153. W APA SHEATHING NOTE: Q W 0 W O W 2 Z C� 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END Q W WITH (3) 10d TOENAILS. z W m Q W iY O tL ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED U) W x 0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. �Qllb.rs CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER d THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: z o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Q o z TRUSS MANUFACTURERS LAYOUT W ---- STOP---- o_ AND CALL THE ENGINEER OF RECORD PRIOR TO v G PLACEMENT OF ANY TRUSSES o • z�� NAILING SCHEDULE: co Z � O j a o0 ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 0 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" nom. O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND LLj n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UO UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C.Fn F g GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.Q W W 5; •- 0 N p M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER U) Z 0 06 Q z � `' '� I do EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U- C� V d Z Z Z OPEC -FD EXTERIOR WALLS:. O O W J��z�� SEE WF10/SD4 FOR MORE INFO. U � ca � Z NAILS: 0 Uj O Q n �' E X ; NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. _ I- = X � (4 o. 1 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, Q HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE LijZ EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY -I W O O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 0 H BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: Q W 0 W O W 2 Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END Q W WITH (3) 10d TOENAILS. z W 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. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ, FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. U) a H � Z o rj Q W O z 0 Z _ W Z 2 Z z 0 W Y 3 00T- O r m W 0Z LU N J W r' - co -5 >-0H 0 0a=0 W 1- 1- J W I- STRUCTURAL ENG: BED D DRAFTING: (n -STRUCT: BM Q QC CHECK: CC Z JOB No. TM 2150877 NOTES & CONNECTOR LEGEND W SCALE: -- AS INDICATED - � DATE. 07/23/15 REVISION x_011 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _. V�IWIIINI@IIIINIIINIUINIIgIIIIVIIiIIII�NIIIIIIIIIIPIIIfI1'"'''u'VIINIIII;IIIIIIIINNIIIIII�NIIIIIIIIINIIIIIII�IIINIIIIIIItlNNINIRIININNINNINNItlNIIIIIIINIIIIIIIIIIIIINNIIIIIIIIIIIIIIIININIIIIIIIIIIIIIIIIII�tlIIIIINIIItlI � y SII �I EXTERIOR FRAME WALL 0 SCHEDULE W LID W W ' N UIIJ " AIAII C /;?i 4" n r nm PnrrG Akin III PIM n CVTCMI^M CUIMATLJIKUl-'rn QC' AIAII CM VT SPACING END ZONE _. V�IWIIINI@IIIINIIINIUINIIgIIIIVIIiIIII�NIIIIIIIIIIPIIIfI1'"'''u'VIINIIII;IIIIIIIINNIIIIII�NIIIIIIIIINIIIIIII�IIINIIIIIIItlNNINIRIININNINNINNItlNIIIIIIINIIIIIIIIIIIIINNIIIIIIIIIIIIIIIININIIIIIIIIIIIIIIIIII�tlIIIIINIIItlI � y SII �I EXTERIOR FRAME WALL 0 SCHEDULE W LID WALLS WITH PLASTER OR STUCCO FINISHES < N 0 SPACING INTERIOR ZONE SPACING END ZONE 0 8'-0" 2x4 SPF #1/#2 16" O.C. MAX` 16" O.C. MAX _. V�IWIIINI@IIIINIIINIUINIIgIIIIVIIiIIII�NIIIIIIIIIIPIIIfI1'"'''u'VIINIIII;IIIIIIIINNIIIIII�NIIIIIIIIINIIIIIII�IIINIIIIIIItlNNINIRIININNINNINNItlNIIIIIIINIIIIIIIIIIIIINNIIIIIIIIIIIIIIIININIIIIIIIIIIIIIIIIII�tlIIIIINIIItlI � y SII �I ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B �� ti� �i • �� J O 1 -k P e w t•. O W CL I ti ROOF FRAMING PLAN _ __ SCALE: AS INDICATED I DATE: 07/23/15 1/4"=11-011 W NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. EXTERIOR FRAME WALL 00 SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 0 8'-0" 2x4 SPF #1/#2 16" O.C. MAX` 16" O.C. MAX 91-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-011 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED -J TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #tffiQ4IUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR 0 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. x ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B �� ti� �i • �� J O 1 -k P e w t•. O W CL I ti ROOF FRAMING PLAN _ __ SCALE: AS INDICATED I DATE: 07/23/15 1/4"=11-011 W NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 00 (0 0 0 a p z -J Z o W Q 0 1 Z W = U o0WW O a- a oZ$ H If 3: LLJ F-� _ U) W 0 0 �- W w I— Q�-- o U to 0=0 O 0 � m Q Wry (V tY O J LL a O e%��lllllyyll/1l�/��✓ T �✓ Wl .• •. / . ccs— OU.LU ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B �� ti� �i • �� J O 1 -k P e w t•. O W CL I ti ROOF FRAMING PLAN _ __ SCALE: AS INDICATED I DATE: 07/23/15 1/4"=11-011 W NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD7 EXTERIOR FRAME WALL O p SCHEDULE �- (TAYLOR MORRISON) I � I WS03 a20 M PW06 SPACING i I 'I11 SD5 INTERIOR ZONE END ZONE SD7 II, �I PW05 SD7 16" O.C. MAX Iva _ 2x4 SPF #1/#2 WS03 R41 16" O.C. MAX SIM V11 _� III....,... 1� SD5 2x4 SPF #1/#2 w1 WS EXTERIOR FRAME WALL NOTES 1. 1 Q W 101al A STRUCTURAL ENG: BED & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE pW WF06 SD5 cn l 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 1 A / SD3 A MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PL S WEXTERIOR SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/ S ONLY. 5. R48 SHEATHING TO BE NAILED WITH 8d NAILS @ 3" O.C. ON EDGE AND IN FIELD FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. 5 A B 5 Z U MIN (3) 2x4 STUD UNDER FULL 0. uluulluluullullllllllululuululluuuullll�ul u� � IllulllilluuUnlfliululuul 1(115 �, _ I / _ H2x _ _ LENGTH HEADER W/ (2) N o R34 Q SIMPSON A35 CLIP T&B R50 PW11 A 5 16 5 B SD7 �, > H2x8 C14��+ SD8 1 NN W/STRAPS W/STRAPS U � Q a 1 A INllllu'IiI' III uIlIII1UUIluuululuulluluW1� NIII:��,h -= . :':_ -. 6Illll I1u111 WS06 WS06 R51 WSO4 R35 W co ao ao o 0 a- 0 J SD5 SD5 SD5 � (I MIN (3) 2x4 STUD UNDER FULL MIN (3) 2x4 STUD UNDER FULL L ao m 46 x II O rn 141)B 21 LENGTH HEADER W/ (2) LENGTH HEADER W/ (2) 21 B o 0 0 d3 [ I SD3 N SIMPSON A35 CLIP T&B SIMPSON A35 CLIP T&B O J m �m 1 O 47 R36 SIM. H D 1 2 W/ STRAPS W/ STRAPS PW11 J12 0 0 o H2x8 J05 CANTILEVER BEAM FOR PW11 WS06 S06 SD8 -� -- — - — — -- _ _ GE01 GABLE END BEARING GE01 SD8 SIM. 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USE 21 SIM, USE 21 @ BASE @ BASE R08 SD7 EXTERIOR FRAME WALL O p SCHEDULE �- (TAYLOR MORRISON) I � I WS03 a20 WALL HEIGHT PW06 SPACING i I SD7 oil IMIMIM P" ;rno, LM WI■iNWI�I!�I .10 IIIIIIIp, � ��_i_i�i■ii■i�i�iei�i■ � ■i�i�i�i■�■i■iioi■��1�II � Tiles Ii�;inIII ; --- IIV �I��i nr�rrir.r r�r�rrrrrr I ^'I ISI VIII; IIIN� �;�,�;hl� l�i�© � _� IIT I ��• `—�� I_,_ . / 11M MIMIMI6106,11_ 1W&M, [6!� EXTERIOR FRAME WALL O p SCHEDULE �- (TAYLOR MORRISON) -' WS03 a20 WALL HEIGHT PW06 SPACING SPACING 'I11 SD5 INTERIOR ZONE END ZONE SD7 II, �I PW05 SD7 16" O.C. MAX Iva _ 2x4 SPF #1/#2 WS03 R41 16" O.C. MAX SIM V11 _� III....,... 1� SD5 2x4 SPF #1/#2 16" O.C. MAX WS EXTERIOR FRAME WALL NOTES 1. 1 Q SD5 WS05 101al A STRUCTURAL ENG: BED & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE pW WF06 SD5 V12 Q 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 1 A / SD3 A MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PL S 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/ S ONLY. 5. oil IMIMIM P" ;rno, LM WI■iNWI�I!�I .10 IIIIIIIp, � ��_i_i�i■ii■i�i�iei�i■ � ■i�i�i�i■�■i■iioi■��1�II � Tiles Ii�;inIII ; --- IIV �I��i nr�rrir.r r�r�rrrrrr I ^'I ISI VIII; IIIN� �;�,�;hl� l�i�© � _� IIT I ��• `—�� I_,_ . / 11M MIMIMI6106,11_ 1W&M, [6!� R19 ouv'' 1 1 EXTERIOR FRAME WALL O p SCHEDULE �- (TAYLOR MORRISON) -' WS03 a20 WALL HEIGHT PW06 SPACING SPACING VIUZE SD5 INTERIOR ZONE END ZONE SD7 8'-0" 2x4 SPF #1/#2 PW05 SD7 16" O.C. MAX o _ 2x4 SPF #1/#2 WS03 R41 16" O.C. MAX SIM V11 _� III....,... SD5 2x4 SPF #1/#2 16" O.C. MAX WS EXTERIOR FRAME WALL NOTES 1. 1 Q SD5 WS05 2. A STRUCTURAL ENG: BED & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE pW WF06 SD5 V12 Q 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 1 A / SD3 A MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PL S 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/ S ONLY. 5. 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Q '•••..� J O � ��l11111111 Nr 0 i W d �OZ4b ^^ I WSO4 O H U n SD5 z6 M U C ° O W • W N Z ca 4 w U Goys v z o LL ° z �• Q z o am O W w 3E01 v Z SD3 r< � v _! c5 Zg� 0 N�,N^ WW Vf M U) co W z 5 r. rr nn (D:5 C WSO4 O V Z Co��F=d�= SD5 Zo Z F- N6Kiz— O <n// Q<E W L.L. U if i ' H LL Q �� JILL Z o�� W 0 Z� p Q LU O W Q U) W504 z 0 SD5 U) Z Q W � OJ a Z 0 _ W Z 2� Z MOWN, zz 0 _ Y 0 0 o W 0 Z co Z U J Z — O u» EXTERIOR FRAME WALL O p SCHEDULE �- (TAYLOR MORRISON) LU LU a20 WALL HEIGHT STUD & SPECIES SPACING SPACING z INTERIOR ZONE END ZONE Z 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX LO 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Q O Q 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS STRUCTURAL ENG: BED & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE pW NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF W SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Q 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PL S 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/ S ONLY. 5. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B � .• 90 �;•'••Cc�0 Z. Q '•••..� J O � ��l11111111 Nr 0 i W d �OZ4b ^^ I WSO4 O H U n SD5 z6 M U C ° O W • W N Z ca 4 w U Goys v z o LL ° z �• Q z o am O W w 3E01 v Z SD3 r< � v _! c5 Zg� 0 N�,N^ WW Vf M U) co W z 5 r. rr nn (D:5 C WSO4 O V Z Co��F=d�= SD5 Zo Z F- N6Kiz— O <n// Q<E W L.L. 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IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PL S 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/ S ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR S FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B � .• 90 �;•'••Cc�0 Z. Q '•••..� J O � ��l11111111 Nr 0 i W d �OZ4b ^^ I WSO4 O H U n SD5 z6 M U C ° O W • W N Z ca 4 w U Goys v z o LL ° z �• Q z o am O W w 3E01 v Z SD3 r< � v _! c5 Zg� 0 N�,N^ WW Vf M U) co W z 5 r. rr nn (D:5 C WSO4 O V Z Co��F=d�= SD5 Zo Z F- N6Kiz— O <n// Q<E W L.L. 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U if i ' H LL Q �� JILL Z o�� W 0 Z� p Q LU O W Q U) W504 z 0 SD5 U) Z Q W � OJ a Z 0 _ W Z 2� Z MOWN, zz 0 _ Y 0 0 o W 0 Z co Z U J Z — O u» >- 0 �- LU 0 a20 U) W STRUCTURAL ENG: BED Z) DRAFTING: W I- fA-STRUCT: BM Q QC CHECK: CC W JOB No. TM - 2150877 - - — - -- -- ROOF F PLAN SCALE: AS INDICATED � DATE: 07/23/15 1/4"=1'-0" i NOTE: SEE PAGE S4.2 FOR NOTES AND CONNECTOR S4.4 C OR .LEGEND COPYRIGHT MCD 2014: The information contained in tKis document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 BAR SIZE BEND Q PROVIDE LAP SPLICE LINTEL W/ 3000 LENGTH WIRE SCREEN -SHEAR WALL AT OPENINGTYPICAL STANDARD #5 SEGMENT psi CONC. PER OVER COURSES "D" #3 e HOOK BAR. LAP 7 LINTEL PLAN. IF .,,..: °. '...:':••. LINTEL PER PLAN NOT REQ'D TO 9 1/4 8 #4 OTHER BARS INTO 5 5/8 REBAR IS 20 BE FILLED. 55/8 121/2 24 CORNER AS REQ'D • • INDICATED IN 113/4 (SHEET METAL & 33/4 7 . 30 #6 33/4 LINTEL, #5 TO BE 14 30 PAPER. FELT 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 HOOKED INTO FRAME INFILL AROU 913/16 PROHIBITED) 42 10" HOOK '•' '' WINDOW BY BUILDER SIDE VERTICALS �'' SEE FOUNDATION SEE WF01/SD3 FOR /\ .`'•' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO W d ' ad ° °.' • ON EITHER SIDE U.N.O. •. ° ° d 4 ° e. .Y. .� .. ; •' .. d ..e °d• a ,m.° (2) 2X8 WOOD HEADER a a � .a•° 'd .. ° °..: TURNED SIDEWAYS. (A ;':: ': FIRST PLY 2X8 TO :.•... •:. ` ' ' '' MASONRY WALL W/ • d :e °•° r 'd ••° ° Q SIMPSON HUS26 HANGER ° I e u_ z v e 1-3/4" TAPCONS INTO e ' a °�d� •� dIa I NIL 2ND PLY TO 1ST PLY W/ e• �•d Id Z W ° a °'. d da r • . ,' .�.d.�i •' �. tea. 77 ROUGH OPENING PER PLAN '' d =°' ' d ro TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND Q LENGTH LAP SPLICE BEND 0 LENGTH ° . NON -SHEAR WALL AT OPENINGTYPICAL SHEAR WALL SEGMENT 11i/4 1 "D" #3 e 4 7 d .,,..: °. '...:':••. LINTEL PER PLAN 4 9 1/4 8 #4 ' 5 5/8 . k' 20 3 55/8 121/2 24 " `�° • • TRANSOM OPENING 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND Q LENGTH LAP SPLICE BEND 0 LENGTH ° . NON -SHEAR WALL AT OPENINGTYPICAL SHEAR WALL SEGMENT 11i/4 1 "D" #3 17/8 4 7 .,,..: °. '...:':••. LINTEL PER PLAN TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND Q LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „,6/4 ' 11 "D" 11i/4 1 "D" #3 17/8 4 7 .,,..: °. '...:':••. LINTEL PER PLAN 4 9 1/4 8 #4 ' 5 5/8 . k' 20 3 55/8 121/2 24 " `�° • • TRANSOM OPENING 113/4 25 33/4 7 . 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 FRAME INFILL AROU 913/16 21 3/4 42 '•' '' WINDOW BY BUILDER y �'' SEE FOUNDATION SEE WF01/SD3 FOR /\ .`'•' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO ON EITHER SIDE U.N.O. .. ; •' (2) 2X8 WOOD HEADER TURNED SIDEWAYS. '.., ;':: ': FIRST PLY 2X8 TO :.•... •:. ` ' ' '' MASONRY WALL W/ DOOR OPENING t SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"10x 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND Q LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „,6/4 ' 11 "D" 11i/4 1 "D" #3 17/8 4 7 2/4 4 9 1/4 8 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 R LAP SPLICE j + i. EMBEDDED L STANDARD 90° HOOK 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. -- PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT -------- SEE FOUNDATION FOR FOOTING 51-10" 3'-0" 3'-0" 31_0" D O F F F O O O O 2'-10" O o O M O Oin ,T D C M O MIN. 16'-0" 16-10" 16'-10" - O o O O o O N (V 1 1 O 00 D 00 D O 2'-10" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" T-0" 2'-10" 1 1 1 1 1 1 1 1 O O O D O T-2" T-2" -0' MIN. 1 TMI8'-0" g r LO 8'-0" 2 W W I cWn 1 Z J U Q PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE W LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: Q N O APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS O 0O STANDARD LINTEL NOTES -- - ___-- "LEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID 70 TIE BEAM. V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 Q 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. F- 2'-2" J z 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. W ry W T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 o W 8" BEARING EA. END F4 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 W 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 W O 4'-6" 710 1423/1105 4364INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 0 0 / 1631 6036 / 2549 8328 / 370 v ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. r Z = 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 0 0 W W 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N W 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z < W °b 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. H Q 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS w (� Q 10'-0" 292 567/454 1366/ 1277 2423 / 1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = ❑ ❑ W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W W 0- 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 W Q J 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 0 C) (n SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p m 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 U 0 W 13'-4" 0 328/0 123410 1779/0 2662/0 Z 14'-0" 0 292/0 1160/0 1660/0 2439/0 0 W CL 16'-0" 0 284/0 950/0 1379/0 1997/0 J MATERIALS _ --- - - 18'-0 0 211/0 750/0 1177/0 1676/0 00 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. Q W CV 20'-0" 0 180/0 598/0 1024/0 1441/02. 2 0 20'-8" 0 145/0 550/0 981/0 1376/0 fc PRESTRESSED LINTELS = 6000 psi. 22'-8" 0 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 0 RECESSED LINTELS -FILLED 4, CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U_ °��r a le �i STRENGTH = 1900 PSL Lu CLEAR OPENING 8R6-1B/8R6-OB 8R44 -16/8R14 -OB 8R22-1B/8R22-OB ��i� a 214" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 1;;� ••..••.•• �J%♦i, - N 2'-8 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ";•„ �� •� U. 00 o 3'-0" 1230/1230 2769/2769 4085/4085 �• �' r Z Z 3'_a„ 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE = "�,* a - � J 4'-4 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / ' — Q 0:.% Q 6'-4° 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED • CO '�4` ¢ 7'-4" 480/322 1334/1334 1964/1552 @ •o• j,q�•• �� O QUANTITY OF #5 REBAR •. .••G �"° 8'4" 415/235 1152/1152 1694/1552 A 8RF6-1B/1T BOTTOM OF LINTEL CAVITY ♦ ` ®0 U_ 8F16-1B/1T i�piR°°��® �' 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 0 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP,dC 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O° 8F16-1B/1T NOMINAL WIDTH w`../ O TYPE DESIGNATION 0 8RF14-0B/1T O O 81=16-0121/1T 1-1/2" CLEAR U U cO 8F20-1B/1T Q p Z _ #5 REBAR AT TOP MIN. (1) REQ'D `� ^ U o 0 O 8F20-0B/1T 0-1 W Q Q C.M.U. Z _ o a GROUT Q ��4 O 8RF22-1B/1T - ° Nd@NNNnIIIIINIIIINIIIIIIIIINIII 1NIINNIIIIIIIIIIIIIINIIIIIINNIIIIIIIB IIII@INNINIIINNIIIINIiININIIIIIINNINIIIIRIVIINIIIRINIIIN1�11NIN N 'n z #5 REBAR AT BOTTOM OF LINTEL = z �9G� U - O 8F24-1B/1T m CAVITY LUL ti O 8RF22-0B/1T �I�----�I` BOTTOM REINFORCING PROVIDED 0 0� Q 7-5/8 ACTUAL IN LINTEL (VARIES) Z LIIIIItl1NNNldI .::'INI ::IIIIINNIIIINNNNII NNIIIINIII M 8" NOMINAL WIDTH O O 8F24-OB/1T � Q m N FILLED > N 8RF30-1 B/1 T O 0 � 8F32-1B/1T 1-1/2" CLEAR Lli 0 8RF30-OB/1 T Q °.' 0 _ 7REBAI AT TOP MIN. (1) REQ'D j Z s 8F32 -OB/1T U Z i, g 8F38 -1 B/1T 0D – W os Fn�❑048F12 -1 B/1T 06 Q Z V) 0) REINFORCING PROVIDED O O 8F40 -OB/1T '�-'I`' � 7-5/8" ACTUAL IN LINTEL (VARIES) ZZ O � U) A w goo Ow 8F8 -OB/1T 8" NOMINAL WIDTH Q _ Q S g rzg O UNFILLED o = z a<jnwvs G I w 0 W. E SAFE LOAD TABLE NOTES1- QWIN (AjR 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ~ Luz Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. U 2. 0 = NOT RATED. Z 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 0 W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 _ — 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Q ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Z 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. p 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY WW CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF a SUPPORT. Z 111 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. (� ..:wNIIIIIINtlltltlq'1'dNNINI1hll ....� .;......: 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Co IIS unlulM.IIIuIIIIVUNn� o W Z O � Z z 0 O U) LINTEL PLAN 3:000 T_ 0 2WT 1/8"=1 -0 0 m W U 0Zcv (U-9) W cn7 -) O F- c O a=0 J W N STRUCTURAL ENG BED — ---- _-- ....---- - .- - � DRAFTING. F— U) STRUCT: BM J QC CHECK: CC �= --- ---- — IZ JOB No. TM - 2150877 C' SCALE: AS INDICATED IS ON RE i (n X DATE: 07/23/15 ZA DO IREBAR SPLICE DETAIL SCALE: 3/4" = T-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY THE GROU IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z g W D - z (9 w x ry z 0 U) AT CORNERS T PRECAST "U" METAL LATH OR GRADE 60 e PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN ri " . : STANDARD #5 psi CONC. PER A. OVER COURSES "D11 HOOK BAR. LAP LINTEL PLAN. IF _ ..... NOT REQ'D TO 4 d LINTEL PER PLAN •' ' OTHER BARS INTO REBAR IS #4 BE FILLED. 5 5/8 91/2 20 CORNER AS REQ'D INDICATED IN 121/2 (SHEET METAL & #5 31/8 7 TRANSOM OPENING 25 33/4 LINTEL, #5 TO BE.. 151/2 30 PAPER FELT 33/4 81/16 14 30 41/2 81/16 181/2 HOOKED INTO #7 j 43/8 PROHIBITED) 16 1/2 10" HOOK j 51/4 FRAME INFILL AROUI* 213/4 42 + SIDE VERTICALS WINDOW BY BUILDER `{5. • SEE FOUNDATION • '' ` SEE WF01/SD3 FOR / MORE INFO PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D CL W ` •;: .O4 d •.' ON EITHER SIDE U.N.O. '' ° d'• '. a e ., ° d' 4 16, (2) 2X8 WOOD HEADER • .. ° °d. 4 .'41 ° �`----TURNED SIDEWAYS. 1 ° ° •.� ° d •d .. ° At �•:': ' U) '' MASONRY WALL W/ DOOR OPENING l SIMPSON HUS26 HANGER •° d ° °Q @ EA. END. W/ (6) 3/16' d I d d L z 1-3/4" TAPCONS INTO y .d ° ° MASONRY & (4) 10d X 1 J 1/2" NAILS INTO HEADER. A E I N °, 4 ,.A I' { z W .I • d ° ° ° a y d: ° e' .°e ° .=e h ' ROUGH OPENING PER PLAN ° = = ' d ' ' ° e :I! I I Ili e -T4' GRADE 60 e LENGTH LAP SPLICE BEND 0 LENGTH ri " . : -SHEAR WALL T OPENING 11711 A. ° "D11 #3 e _ ..... .........J,.: q. 4 d LINTEL PER PLAN •' ' ` 'e #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 TRANSOM OPENING 25 33/4 7 :I! I I Ili TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE e LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE " . NO -SHEAR WALL T OPENING 11711 TYPI DAL SHEAR WALL SEGMENT "D11 #3 17/8 _ ..... .........J,.: q. d LINTEL PER PLAN •' ' TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11,6/4 11711 "D" ,ll 116' "D11 #3 17/8 4 2/4 LINTEL PER PLAN •' ' ` #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 TRANSOM OPENING 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 43/8 9 13/16 16 1/2 35 j 51/4 FRAME INFILL AROUI* 213/4 42 + WINDOW BY BUILDER `{5. • SEE FOUNDATION • '' ` SEE WF01/SD3 FOR / MORE INFO PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ,.. ` •;: ; ON EITHER SIDE U.N.O. . 16, (2) 2X8 WOOD HEADER '• �`----TURNED SIDEWAYS. FIRST PLY 2X8 TO At �•:': ' '' MASONRY WALL W/ DOOR OPENING l SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16' 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11,6/4 11711 "D" ,ll 116' "D11 #3 17/8 4 2/4 4/4 9 1 /4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 43/8 9 13/16 16 1/2 35 j 51/4 913/16 213/4 42 I L I #3=2Y2' #4= 2 Y" #5=2Y2' #6 = 3" #7 3 Y2' 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 INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING " x 8" x 16" CMU U.N.O. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LU LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: Q LO O APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS � O O STANDARD LINTEL NOTES _--- _-- -_--- --- -- CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-113/81`32-0131 F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Q U U) 0 f- 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Z 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. W W 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8" BEARING EA. END 0 W 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 W ~ 4. . OLNTELAN. IF Q 4'-0" 860 1651 / 1349 5365/1999 7342/3123 10000/4249 LINTEL MINDEPTHS ARE CALLED OUTNIL PF DEEPER LINTEL INSTALLED THAN LU O 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT V ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Z W 5 -2 570 1232/1232 3480/2580 8360/3586 8825/4592 0 0 6-2" 488 991 /991 2661/2143 5681 /2698 6472/3685 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD NO � > 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS Z ~ 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. H Q W 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS- 0 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = (n 0 Q W 10'-811 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D.I - W W 0_ 0 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 W Q = J 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 0 C) U) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 0m 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 0 0 U) 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292/0 1160/0 1660/0 2439/0 z W IX W 16'-0" 0 284/0 950/0 1379/0 1997/0 � ---- -- MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 m 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. Q W CV 20'-0" 0 180/0 598/0 1024/0 1441/02. 0 20'-8" 0 145/0 550/0 981/0 1376/0 fc PRESTRESSED LINTELS = 6000 psi. � 22'-8" 0 110/0 450 / 0 824 / 0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. OJ RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE W STRENGTH = 1900 PSL LL 1�1t1111//I� W v CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB y ��j� a o 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND A416 GRADE �P �� 7� t��/�� - N 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. .•'•""•�"•••."�i'/��i� W o 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085;r LI."� z z T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �' � .„e cr i -C) O, 4'-4” 846/833 2121/1716 3127/2839 W • "'t -` 64" 664/572 1761/1761 2595/2595 LINTEL o Q Oe 21;t Q F =FILLED WITH GROUT / 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED •, ,. Z 'w k 1'+ ��"• Q IY 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �w ";+?w� •".• C,� `> O GG J 8'-4" 415 / 235 1152 / 1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY "�'°Q�V ®®`� JLL 8F16-1B/1T _,,c p e,•. s 8F8-1B/1T � 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT z` 0° 8F16-1B/1T NOMINAL WIDTH w \! O y'A TYPE DESIGNATION O 8RF14-OB/1T / O O O N r C F 8F16-0B/1T 1-1/2" CLEAR U Uz o O 8F20-1B/1T � �E..FGROUT Zt O z _ R AT TOP MIN. (1) REQ'D m U o O O" 8F20-0B/1T 0 � X �• z z O 8RF22-1B/1T 2 -4. R AT BOTTOM OF LINTEL ZO 8F24 -16/1T r LL O 8RF22-0B/1T'lREINFORCING PROVIDED O0 O�� 0 7-5/$ ACTUAL IN LINTEL (VARIES) z M 8F24-0B/1T 8" NOMINAL WIDTH O M a Y.1 " 8RF30-1B/1T FILLED 0 8F32-1B/1T 1-1/2" CLEAR a L 0 8RF30-0B/1T Q W #5 REBAR AT TOP MIN. (1) REQ'D Z 0 8F32 -0B/1T U � CC (D J = z C.M.U. Cn 0 8F38-1B/1T 00 U) W Jwgn O p N IS LO z O 8F12 -1 B/1 T - BOTTOM REINFORCING PROVIDED 0 U �.- O 8F40 -0B/1T '�`'�` �..� Z O F 7-5/8" ACTUAL IN LINTEL (VARIES) z ^ N Ow 8F8 -0B/1T 8" NOMINAL WIDTH L.L. = Q & g O UNFILLED o = Z 0. Z n JAW � SAFE LOAD TABLE NOTES I- Q �N a 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LU Z LL. LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS' THAN 6-1/211. SAFE LOADS FOR ALL J O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. U 2. 0 = NOT RATED. Z 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Of W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Q ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. p 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY U) CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF a SUPPORT. Z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z O IW 2 _z 0 W Z W z O 0 LINTEL PLAN ooV_ M O 1/8"=1'-0" oW m ' Z N z W -r- <n - OH LU O a=0 W I'- STRUCTURAL ENG: BED Z) DRAFTING: IY ( STRUCT: BM .._.. .... _....... _....._.__ _._........_.... . . Q QC CHECK: CC . Z JOB No. TM - 2150877 W LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK C] SCALE: AS INDICATED REVIS �ION DATE: 07/23/15 ADOkREBAR SPLICE DETAIL _ SCALE: 3/4" = T-0" S5.1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Z_ J U a wLO� LO N (1) #5 FROM FTG. TO (1) #5 FROM FTG. T(0IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER 0 TIE BEAM SPLICE TO TIE BEAM SPLICE TO SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING00 CD a 1 1/2" J-BOLT W/ MIN. 16" O O BE MIN. 25" GROUT I' BE MIN. 25" GROUT FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE � PAST DEEPEST STEP -------- CELL _.-- CELL SOLID CELL SOLID 1 REQ'D BELOW MASONRY WALL MASONRY WALL wMIN 4 0 1 . 11 CONC. SLAB PER (1) #5 CONT. w/ 1-1/2"CONC. SLAB PER I OJ ~ SEE PLAN I SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. 2 1/4 W W � > FOUNDATION PLAN CONC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER ".I I z CONCRETE SLAB PER w FOUNDATION PLAN ❑ W FOUNDATION PLAN 'Ila FOUNDATION PLAN ' s FOUNDATION PLAN le— w z z a 2x PT SILL PLATE 2x P.T. 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I I ` I I I 01 I- CLEAN COMPACTEDLU 3' C V R' CLEAN COMPACTED W/ 3" COVER TYP. 3' COVER FILL @ 95%STANDARD CLEAN COMPACTED ° O (2) #5 BARS CONT: w/ 3" CLEAN COMPACTED CLEAN COMPACTED p U � m (2) #5 BARS CONT. w/ 3" (n FILL @ 95% STANDARD DENSITY FILL 95% STANDARD U 8" 8° FILL @ 95% STANDARD FILL @ 95% STANDARD U 1 -4 DENSITY 1.4 @ - COVER TYP.; AT COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3" M 2-STORY COND. (3) #5 DENSITY DENSITY z 2-STORY COND. (3) #5 W W WHERE 2ND STORY OCCURS, F COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO TG WHERE 2ND STORY OCCURS, FTG 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY Q uJ r N BARS REQ'D &FTG TO BE 20" WIDE O J FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING AFO�NON-BEARING SLAB STEP DOWN AF0 DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN AF0 FOOTING AT INT OR BEARING �- LL �1�II1111/�, W �r 3/4„_ 1. 0„ 3/4"-1 " 0" x 3 „_ 1- 1 y /�� 'i a N 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" - - - - °" 1 T & ��' i` •0600..•. �J%A. i � Nr OPT. MASONRY CURB �1 •••_ o 00 @ ELEV. 0'-0" w/ (1) #5 fi° © u A; . Z Z VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D h O e�cy CONT. BAR cn .a' �: 1 STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W -" • ..a - J DRAIN SLOPED GROUT TO *ti+ „ , e- q O.: ® p OPTIONAL CURB BY d° co? « •• 11 BUILDER a 1 MASONRY WALL x Q ••• ; �• vS e� MIN. 24"BEFORE �: a.,'.ad:., �i " • 0`.. • _ O SEE PLAN °. . y k • �� J 0 1 ., ,� L CONC. SLAB PER ANOTHER STEP I CONC. SLAB PER 1 #5 FROM FTG. TO0 >` z 8 x12 THICKENED °' SLOPE 8� CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. " , I ° ° . ° " ' FOUNDATION PLAN TIE BEAM MIN. 25" y �` LOP.' a /�i►rr�r�a� #5 CONT. PER MFG SPLICE GROUT CELL FOUNDATION PLAN w/ 3 COVER TYP. a 1 �° . .; I ' lad REINFORCEMENT SEE SOLID PER PLANSZ °: W ,.. 141' ° '. ` GRADE °LLI aa, „ �- d I FOUNDATION PLAN 1 V ° -_ , �'• a o .` ..;° o ° ° . ,. 1' .ea A .r.l' FOR QUANTITY 1'. w \. O _ _ r 4 4 °`e .. ° I 'II= I (=III=III=I I • . oo d: , , . � Emu m w ° a� ..� ,�' THRESHOLD PER MFG 1 ° ed I I - - _� -_ 4 .:. _ - z ° •1. a cn #5 x25" x 25" CORNER .' : d'e 4 M w old _ _ --I ° . e 4 �. r ° t=7476 O ��1 _ ° •'d° ° ' ° d.' — e ' d ° a ° a l... BAR, ONE FOR EA. w _ _ o- _ ', ° ° — O 111 nI1iI1 N — — — .q.. —I I I..a e. •° I — h Q .—I I I=I I I-I I FEI I I I I , I I- d ° _ :1. ° -1 1-I .. 1a1 HORIZONTAL CONC. SLAB PER W (=10� . °...'.. '. q _- ❑ . UWF J o a 4 ,. ""'—" j —III_ — —I I I - d REBAR, TYP. U.N.O. I FOUNDATION PLAN _ Z o LII=I I I_I I I—III—I —_—_ z d 1 d _ _ e d d° a 4d M –III I I I _I I_ 1 _1 C o ° w o °. _ _ �, _ .� a �,al I—I I 1 _ _ _ _�. _ a .1 ¢ A4 2 #5 BARS CONT. I =III=III=III I I I— I a o w °,' — d °a d _d—� �� I I M • U d a 'qd _< O ( ) W I-_ - —III— - (2) #5 CONT. w/ 3" ',• _ F- Z µ, � SLOPE W/ 3" COVER TYP.; @ 1'_4" W m > 11 - I( I °:d 2 STORY CONDITION d O 1i C L) (2) #5 CONT. w/ 3'� 1� - = 16" MIN. - = COVER TYP. (2) #5 BARS CONT. 111= _ PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20 _ Q s� V M COVER TYP. -III-III-III-III-) (2) #5 BENT BARS w/ WIDE FOOTING U W/ 3 COVER TYP. OR GRADE 1/4 PER Z� CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM CLEAN COMPACTED 0 • WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD O� Q DENSITY DENSITY z7 SHALL BE 1'-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT O FILLER 6FO�FOOTING @ SHOWER AT MASONRY "FOTHICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) fil=l'�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 7 J SEE PARTY WALL 1/2" J-BOLTS OR ALL U 4 z ® FILLED CELL PER PLAN WOOD POST PER PLAN 1/2" J-BOLTS OR ALL THREAD DETAILS (S7) FOR THREAD RODS 6" FROM 8" CMU BLOCK FOR SIZE AND BASE RODS 6" FROM EA. END OF WALL WALL ASSEMBLY EA. END OF WALL AND @ SEE PARTY WALL F-55 g t CONNECTION AND @ 32" O.C. W/ 7" MIN. EMBED 32" O.C. W/ 7" MIN. EMBED DETAILS (S7) FOR ' ' t W - - - _ _ ,�. 4 INTO CONC. INTO CONC. WALL ASSEMBLY Q W 0r P TOP COURSE TO BE GARAGE SEE PARTY WALL 06 CHAIR BLOCKS. DETAILS (S7) FOR PT BOTTOM PLATE 3-1/2" CONC. SLAB w/ O 0 v I PT BOTTOM PLATE _______J --- ENTIRE BASE TO BE THREADED ROD 3-1/2" CONC. SLAB SEE PARTY WALL FILLED SOLID INFORMATION, . DETAILS (S7) FOR FIBERMESH REINF. (1) #5 FROM FTG. z ONLY w/ FIBERMESH REINF0 OVER 6 MIL. VAPOR TO TIE BEAM Z ~ 3-1/2 CONC. SLAB w/ THREADED ROD -� TOP VIEW CORNER SEE ELEVATION FIBERMESH REINF. REQ'D AT WALL WITH OVER 6 MIL. INFORMATION, ONLY BARRIER SPLICE TO BE MIN. Q O 0 OVER 6 MIL. VAPOR UPLIFT VAPOR BARRIER REQ'D AT WALL WITH 25" GROUT CELL O Z ol CMU BASE w/ (1) #5 BARRIER I e I_' _I I _ II I II-- I °. 4„4'.. a a +. `aN: •.:. < d -. -+ ° I I° I I I II d<Id • I II =I I °I I �I( ..aI SOIL(I1II---DI ° �L❑U¢_u - W OQZLL OCONC. SLAB PER UPLIFT GARAGE WALL VERTICAL @EACH U dO° ' j: FOUNDATION PLAN CORNER. SEE FLR. H~� � BEYOND dd. = < PLAN FOR BASE SIZE ° • W 0 ` ° d e IF — DRIVEWAY BY Q4 d —wSEE FOUNDATION FOR o- ¢ e4 .BUILDER- CONCRETE PAD SIZE 1 OR PAVERS CONC. SLAB ORAN7 > w i PAVERS PER PIL — O _ .COMPACTED CLEAN ° ° (3) #5 BARS COMPACTED FILL 3BARS - `-CLEAN COMPACTED ”' FILL @ STANDARD DENSITY. Z FILL @ 95% STANDARD a 2'-0" CONT. CLEAN (3) #5 .F" @ 95% STANDARD DENSITY ^ ° -I - d L: 1 COMPACTED FILL (3) #5 BARS DENSITY LU 8" x 8" THICKENED - 4 = °-b - - 8" 01 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED 4 'a "' 4 @ 95% STANDARD 2'-0" CONT. O FILL @ 95% STANDARD -I� _ - I DENSITY IL DENSITY Z THICKENED EDGE @ GARAGE DOOR AF-1"'FOOTING @ ENTRY MASONRY COLUMN F1 MMAMUNDATION 4F1 TYPICAL FOUNDATION GARAGE 4N 1=19 TYPICAL FOUNDATION CMU z m ° ❑ 3/4"=1'-0" 3/4'=1'-0" PARTY WALL SCALE: 3/4"=V-0„ PARTY WALL SCALE: 3/4"=,'-0" PARTY WALL SCALE: 3/4"=1'-0" < W Z 0 1� TOP (2) #5 x 4'-0" 3: _ CENTERED AT PIPE PVC OR SCH40 SLEEVE LU Z PENETRATION F- z Z 0 O 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — 4 d— _ W FINISH PER ELEV. CENTERED AT PIPE I I _� I- I _ Y 1 CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION I -I 1 (= 1 I ~ 0 FOUNDATION PLAN - FINISH FLOOR ELEV.' - z _ • ° •' o' - 1-) I- O PENETRATING FINISH FLOOR °p g _- d'° y PIPE PENETRATING PIPE - I _ III=I I �_ = 1- - z V 0 N :GRADE W - - — ° .. d .;.. — SEE FDN. 0 O L. _ _ I- - d — "� :.... �; d ..° a ° - PLANLU ,IH - °.; LOOP TIE (TYP.) p °° a �° I I SIZE &REINF. I p O Q= 0 Lo PIPE PERPENDICULAR TO FND w i 1 =- " TOP (2) #5 x 4'-0" � PVC SLEEVE MIN. - I I 1=1 I I 1511 I= u' I—I - - -I I--1 I (-1 I – I I CENTERED AT PIPE STRUCTURAL ENG: BED _ - FOOTING PER PLAN _ _ DIAMETER TO BE ,2 I - - - - - - PENETRATION PVC OR SCH40 SLEEVE 0 DRAFTING: CLEAN COMPACTED I I i I - I I 1 � 1=I I I 1 I W-------------- PIPE SIZES LARGER FILL @ 95% STANDARD FOOTING PER PLAN (- SEE FDN PLAN I—I 1=1 i ° cn-STRUCT: BM THAN THE DENSITY 1 1 I - FOR SIZE -I I I - __.._ - ----- PENETRATING PIPE (SIDE VIEW) a I= _ PVC SLEEVE , .. �° - a _ _ J _ (FRONT VIEW) _ _� °:. =III a QC CHECK cc ZJOB No. TM 2150877 ___ W -- - --- = � SCALE: AS INDICATED PIPE VERTICAL THRU FDN I ° 4 = 1 W _ —1 I— 4 — I Q� DATE: 07/23/15 TYPICAL FOUNDATION PENETRATIONS –I I= I I—III=I I h" NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND SD1 I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET ADO GARAGE BUCK DETAIL 1/2"=V-0" '-0" I \�% NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 fl* ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. 6FIl KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI ' = I. • ' " .. . ' ' PROVIDE STANDARD CENTERED STRUCTURAL ;_a�..� w HOOK PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. Of I REQUIRED WH 116" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII d N WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE (1) #5 IN TIE BEAM CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ANCHOR. (1st BOLT TO (1) #5 BAR IN PRECAST REST EQ. SPACED 41j'. ° .. LINTEL ��•' . a: .. +: �.; ; i1,, (2) #5's VERTICAL IN GROUT FILLED CELL z ejj a . JA•` ENTIRE COLUMN TO BE GROUT FILLED w ' U.N.O. U) i VERTICAL IN f GROUT FILLED CELL (IF REQ'D PER PLAN) g _ c NOTE: SEE MD08 ON LINTEL PLAN FOR All: .4, , 4 v _ ADDIT'L REBAR INFO EDOt VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET ADO GARAGE BUCK DETAIL 1/2"=V-0" '-0" I \�% NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 fl* ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. 6FIl KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR CENTERED STRUCTURAL BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. Of I REQUIRED WH 116" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED —24" O.C.) DT RAC= DI A' 1/2"=1'-0" �— LINTEL (SEE PLAN) /— 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU �— HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD ED:O) BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONIC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. �971�1:11►[�17�7" TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE —� SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ .x4 3LOCKING ATTACH TO STRUCTURAL BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH 3. I SHEATHING ON BOTH 116" OSB W/ (2) 8d SIDES FROM TOP OF O.C. @ EACH SUCCESSIVE BUCK 4. SIDES FROM TOP OF JAILS WALL TO BOTTOM OF TBD BY BUILDER I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AR4IiKNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS�(TB011 A/C IN TRUSSES 1"=1'-0" \ / 3/4"=1'-011 3/4"=1'-0" 12 SEE PLAN A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 „ „ 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. 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 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. 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. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 1/2"=1'-0" W 0 N O 00 CU 00 �� , Q1-' r0••••••••••.�AI , e, d (V /— SHEATHING PER PLAN STR1RAL •W d' LL. ••''��'�'' co w TYP. TRUSS TO FRAME SHEATDif 19T HI ro O ®� z Z CONNECTION PER N .. / TYP. TRUSS TOS°% E_ � Q"khw.. M: Q STD. CONNECTOR �'.;= • CONNECTION PER �t� � ell, NOTES STD. CONNECTOR t •• V.• FRAME OUT TO BLOCK NOTES ''ice ••.•••�.GG�Cj�oa'' J O 00 EDGE AS REQ'D FRAME OUT TO BLOII EDGE //00%� w (2) 2x TOP PLATE I" 1/2" x 8" ANCHOR BOLT 2 OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN 0 O 2x #2 SYP SEE PLANO.C. & 6" FROM EACH FOR BEAM SIZE (ONLY w FOR BEAM SIZE END IF OPENING PROVIDED PER PLAN) Ooze c MIN. 2x4 SPF #2 KNEEU N 2x PT BOTTOM WALL w/ STUDS @ 16" 0 PLATE O.C. w/ STRUCTURAL z ci SHEATHING FROM Q M U � O PRECAST LINTEL OR I TOP OF WALL TO o BOTTOM OF WALL. w KNOCK OUT COURSE I-- Z ATTACHED PER °•,. NAILING SCHEDULE OTHERWISE SP2 CLIPS U MASONRY WALL AT TOP A w Z BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON. A34 OR LUS24-2 EACH END ND SP1 CLIPS a: AT BASE ARE REQ'D O� O® z o am F0 KNEEWALL OVER MASONRY WALL 0 o' a 3/4"=1'-0" tL H =rL' J Z I— — W LU 06 LL 0 (� < 1 z n z o J PRE-ENG.TRUSS PER UQ C/) Z v PLAN, 24" O.C. MAX OJ L.L. Z ROOFING MATERIAL = t , ' O W W PER ARCHS ~ Q i F SEE FRAMING PLAN �— J Z z FOR CONNECTION I— W 0 INFO U SEE ELEVATION Q a. WTOP OF MASONRY W O�— SEE ARCH PLANS FOR = * OVERHANGINFO Q �.... z 0 W RE. ELEV. U) FOR O.H. EL F- TYP. SINGLE TIE -BEAM _2 Z W/ (1) #5 CONT. 0 GROUT SOLID z O O W J 11 A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. w z O CHIMNEY CAP SPECS W/ 2 MIN. WINDOW PER > � _ LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE Z F B ROOF SHEATHING FOR STRAP �, F TOP OF CHIMNEY MIN. & FRAME FLOOR PLAN = O 2'-0" ABOVE A POINT F- Z WITHIN 10'-0" OF THE GALVANIZED FLASHING 0 O CO CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF Q PRECAST CONC. OR F- � ` PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END ', ' �. EXT. SHEATHING — W D D (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL = � 1 O TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TONAILING SCHED. TYP. @ ALL WINDOWS t O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE O O BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKETO @ r 2x4 VERTICAL 24" — E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW �' �` W/ GALVANIZED '� EXT FINISH PER PLAN 0 m NAILS O BOTTOM FLASHING z V O N �.. �, H A CHORD & (3) 10d NAILS + + 0 W J H A TO TOP CHORD; J F 2x PLATES OVER ROOF DECK PER VALLEY FI'' (n 0 O FRAMING DETAIL K D; NOTE MAIN FLOOR p O 0 Q = O IF WALL HEIGHT IS (4) 16d COMMONS BETWEEN 4FT & 8FT ELEV 0'-0" 'a 9 B DOUBLE TOP PLATE B USE 2x6 SYP #2 STUDS + + NAILED @EACH ENDCONC. SLAB + � VERT REINF. BEYOND w SEE FOUNDATION SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR �- STRUCTURAL ENG: BED GALVANIZED FLASHING — 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO — — j 1-- U RAFTER @ C 16d COMMONS END III=I I: Z) DRAFTING. a ++ `., 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 16d COMMONS END 2x4's I I- MASONRY WALL PER STRUCT: BM ` I4 STRUCTURAL SHEATHING PER PLAN AND ROOF �� E J_ _ NAILED TO VERTICAL I= PLAN Q QC CHECK: --- CC FINISH PER ARCHSFIN ,, 2x4's + + SEE FOUNDATION ~ JOB No. TM - 2150877 + + DETAILS FOR FTG INFO SCALE: AS INDICATED G CURVED ROOF TRUSSES PER PLAN OR CURVED 1 G O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLANREVIS101i NAILED @ 6" O.C. STAGGERED W DATE: 07/23/15 NOTE: SEE ARCH. ELEVATION FOR FRONT WINDOW OPENING IF REQ'D F01 DORMER FRAMING DETAIL MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION „ NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE SD2 1/4"=11-0TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON F,1-1. DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE EXT. SHEATHING; TO BLOCKING ATTACH PER PLAN FRAME WALL CONNECTION ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END V-9" MAX. VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN 1 GABLE END @ VAULTED CEILING CICI rA CCARACn \/A1 I CV r'1GTAII 3/4"=1'-0" A WHERE O.H. IS > V-0", DROP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Cc (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWI' H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. \ CONT. 2x4 THING PER PLAN H GABLE BRACING + CONTRACTOR TO FIELD VERIFY WHICH NO BRACE REQUIRED 4'-8" < H6 7'-0" W r ' CONDITION IS REQUIRED. CONTACT EOR STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN DTC CLIP, (2) 8d NAILS FOR ADDITIONAL INFO AS REQ'D Q N O \ SIMPSON A23 @ EACH A35 DIAGONAL TO 2x4 DIAGONAL BRACEW DROP END GABLE w1 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. 0 FASTEN SYP OR SPF BRACE TO PLATE TRUSS BOT. CHORD BLOCKING @ 24" O.C. O O SDS SCREWS TO TOP 3 1/4" HOLD — -- CHORD OF EACH W/ (2) 12d END NAILS 1/2" J -BOLTS w/ OUTLOOKERS @ 24" TIf- = U @ EACH END PT 2x8 PLT., CANT. FOR VALLEY TRUSSES) TO 2x PLATE WITH WASHERS (MIN. 7" SIMPSON MTS12 OR \ \ @ EA. RAFTER TO PLT. BAY REQ'D w0 CLG. NAILING SURFACE Z W EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ — HEADER PER PLAN IF NAILS @EACH WEB \ 10 REQ'D. MIN (1) JACK & STRONGBACK, SEE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W> w EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. MAX. ATTACHMENT w/ (3) 10d \ g r WITH (3) 12d TOENAILS. I1 1- 06 TOENAILS EA. END FROM TOP OF WALL STUDS TYP. BASE PROVIDE 16d NAILS GABLE BRACING (+) CONNECT TO DROP 0 w Q W TO BOTTOM CONNECTION D GABLE END TRUSS TO ~zo 2x TOP PLATE TO SHEATHING PER PLAN W GABLE WITH H2.5 CLIP. W U PLT.@12" O.C. MAX. Q 16" O.C. v GABLE END W/ 16d ; 4 DTC CLIP, (2) 8d NAILS ----"` O.C. AND 6 FROM EA. A ❑ m O NAILS @ 6 O.C. 2x8 #2 SYP PT. BASE MAX 2'-0" O.M. W x 2 3/4" TAPCONS CMU WALL OR LINTEL W a. _ HGA10KT @ 32" O.C. FRAMING FOR FALSE L I BEAM, IF REQ'D w/ (3) ," .�P" IN CMU. OR SIMPSON PROVIDE 2x4 BRACE BELOW META16 z 10d NAILS @ EA. TRUSS WW CENTERED BETWEEN 6" FROM EACH END FRAME MU SEE WALL SPLICE DETAIL WALL DETAIL BRACE CONDITION @ CMU VAULTED CONDITION TO EA. ADJ. DIAG. FOR REQ'D FLASHING TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ ' C) F— Q DD #5 CONT. SINGLE BASE & TOP '01 01 PLATE w/ PLYWOOD FALSE BM PER PLAN FASTEN TO DIAG. w/(2) SHEATHING COVERING IF REQ'D CONT. 2x4 W CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END V-9" MAX. VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN 1 GABLE END @ VAULTED CEILING CICI rA CCARACn \/A1 I CV r'1GTAII 3/4"=1'-0" A WHERE O.H. IS > V-0", DROP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Cc (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWI' H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. \ CONT. 2x4 THING PER PLAN GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 7'-0" W r ' me STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d Q N O \ INTO BLOCKING, (4) 8d 2x4 DIAGONAL BRACEW DROP END GABLE w1 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. 0 FASTEN SYP OR SPF NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. O O GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 7'-0" WHERE O.H. IS > V-0", W 7'-0" < H:6 9'-4" ' me STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d o ON (1) SIDE OF U) \ INTO BLOCKING, (4) 8d 2x4 DIAGONAL BRACEW DROP END GABLE w1 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. 0 FASTEN SYP OR SPF NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — SIMPSON H2.5(TYP.) — -- CHORD OF EACH W/ (2) 12d END NAILS 3RD OUTLOOKERS @ 24" TIf- = U @ EACH END JP VALLEY TRUSSES) TO 2x PLATE WITH DOWN FORDOUBLE SIMPSON MTS12 OR \ \ @ EA. RAFTER TO PLT. BAY REQ'D w0 v O.C. TO RUN BACK TO O Z W — HEADER PER PLAN IF NAILS @EACH WEB \ REQ'D. MIN (1) JACK & STRONGBACK, SEE 1 ST COMMON TRUSS Z W> EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN \ g CHART WITH (3) 12d TOENAILS. I1 1- 06 a FROM TOP OF WALL STUDS TYP. BASE \ \ GABLE BRACING (+) CONNECT TO DROP 0 w Q W TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN SEE CHART GABLE WITH H2.5 CLIP. W U Q 16" O.C. — 1/2" x 8" J -BOLT @ 32" ; 4 DTC CLIP, (2) 8d NAILS ----"` O.C. AND 6 FROM EA. INTO BLOCKING, (2) ��- MASONRY WALL OR 2x8 #2 SYP PT. BASE MAX 2'-0" O.M. W x 2 3/4" TAPCONS LINTEL SEE PLAN W PLATE W/ 1/2" x 8" — MSTAM-24 TYP, EA. LINTEL SEE PLAN ," .�P" IN CMU. OR SIMPSON PROVIDE 2x4 BRACE SIDE OF EA. STUD. META16 z _ WW CENTERED BETWEEN 6" FROM EACH END FRAME MU SEE WALL SPLICE DETAIL WALL DETAIL STD CONDITION @ CMU VAULTED CONDITION TO EA. ADJ. DIAG. FOR REQ'D FLASHING ' C) F— Q DD FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 W 16d NAILS. PER CHART O O w m (5) 16d NAILS BRACE 2x4'S @ 24" O.C. (D W W GABLE BRACING @ 48" _ TO BLOCKING ❑ Z � a O.C. NOT REGf D 61 A A GABLE END PROVIDE 2x4 BRACE SHEATHING FASTEN -- -� ----.-- — _.___ FROM EAVES GABLE END TO EA. ADJ. DIAG.PER PLAN m >; 45 o SHEATHING FASTEN PER PLAN. FASTEN TO DIAG.w/(2) SPLICE AS REQ'D ❑ 16d NAILS. W W GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 7'-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING — PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1nA (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM 2x8 RIDGE BOARD EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. H VALLEY. FASTEN w/ (5) PER PLAN TO STUD) EACH END (TYP.) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d o ON (1) SIDE OF U) RAFTER & A35 ON ADJ INTO BLOCKING, (4) 8d END NAILS @ EA. (AS SHOWN) 2x4 #2 SYP P.T. 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — SIMPSON H2.5(TYP.) — -- CHORD OF EACH W/ (2) 12d END NAILS BRACE TO LEDGER TIf- 1 — HOLD WALL 3-1/2" @ EACH END JP VALLEY TRUSSES) TO 2x PLATE WITH DOWN FORDOUBLE SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) 10d — HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE w TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. — 1/2" x 8" J -BOLT @ 32" ; 4 DTC CLIP, (2) 8d NAILS ----"` O.C. AND 6 FROM EA. INTO BLOCKING, (2) ��- MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP, EA. LINTEL SEE PLAN ," .�P" IN CMU. OR SIMPSON ANCHT T OR SIDE OF EA. STUD. META16 TENOR @ & CENTERED BETWEEN 6" FROM EACH END FRAME MU SEE WALL SPLICE DETAIL WALL DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING "'"9PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) p 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d Mr END NAILS @ EACH END. WALL SHEATHING PER 4` LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION@ FRAME WALL BEARING CONDITION @ CMU WALL NC)N-RFARINC; WAI I C;I IP nF:TAII O — SIMPSON H10A DIAG. LL11 %* TO TO BLOCKING ;��` * b�� j Uj •••w•••••• /.j'" C' O • , i 14 ♦♦ .• '• t% i � dam' GABLE BRACING @ 48" PROVIDE 2x BLOCK w(� O.C. MAX. 45° FROM FOR NAILING <( 0•� HORIZONTAL (+/- 10°)03 Z y,. I�•-w. BRACE NOT REQUIRED ' •.•�;,.. ••••(�cJ Vie♦ �-� Q ❑ 6' FROM EAVES. TRUSS PER PLAN �%•••`Q` � J SEE PLAN FOR llj l1111� S LL SUPPORT AND TIE .� DOWN OF JACK T TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 w O BAYS SEE GABLE \ WALL PER PLAN CLSCI CONNECTION DETAIL 2 ^, (FRAME WALL SHOWN;FOR RE'D ON ECT ONS MAY ALSO BE 0 � j �d3� MASONRY) ❑ ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q M U U Z rj I-�•� c O LOW U V G��gt U LL U)0 Q Z O Q m GABLE END @ FLAT CEILING w/ BOSTON HIP 0 3/4"=1'-0" (LU D: (2) 2x TOP PLATE_ V J U H _J (D SEE GE01/SD3 FOR ` 8d NAILS @ 4" O.C. �5 OUTLOOKER OR CONV. FRAME OR U) W Sib HEADER PER PLAN; SHEATHING ❑ p SEE HEADER CANTILEVER PLAN TRUSSES PER 06 S SCHEDULE & NOTES O W 0 1 FOR ADDT'L INFO. Z pill SIMPSON LSTA12 OR O O J SP4 CONNECTORS @ H I Q _ 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR O < Z O MORE. EXT. SHEATHING; W 0 ATTACH PER NAILING 2x DOWNFRAME TO SCHED. _ W DOOR AS REQ'D (2) 16d NAILS TO EA. h W Z{��` COMMON TRUSS Z 0 O U I•— �WI'� SIMPSON META16 @ W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF p W 1/2" THREADED ROD TO MASONRY. AT TRUSS U EA. SIDE OF HEADER WOOD WALL (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL ❑ EMBED. INTO SLAB SHOWN, SEE PLAN 0 ONLY REQ'D @ BRG d FOR WOOD OR WALL W/ UPLIFT MASONRY Z (GE�OGABLE END AT VALLEY FRAMING z0 CID o 3/4 p UJI 11 HEADER STUDS PER ❑Z p HEADER SCHEDULE U.N.O. ON PLANS w Z 2 Z z 0 ATTACH JAMB STUDS H U) W PER WF08/SD4 H Y 1 00t"' O ms m r W0ZN (D W Jar P.T BASE PLATE w >- 0 ~ ❑ O Q=O a I—HJ 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF H VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ DRAFTING: EACH END (TYP.) 2x6 RAFTER TO 2x8 WRIDGE 0 BOARD W/ A35 o ON (1) SIDE OF U) RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) Q 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — - — — -- CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x 1 VALLEY RAFTER FRAMING (OR PRE -ENG JP VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. "'"9PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) p 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d Mr END NAILS @ EACH END. WALL SHEATHING PER 4` LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION@ FRAME WALL BEARING CONDITION @ CMU WALL NC)N-RFARINC; WAI I C;I IP nF:TAII O — SIMPSON H10A DIAG. LL11 %* TO TO BLOCKING ;��` * b�� j Uj •••w•••••• /.j'" C' O • , i 14 ♦♦ .• '• t% i � dam' GABLE BRACING @ 48" PROVIDE 2x BLOCK w(� O.C. MAX. 45° FROM FOR NAILING <( 0•� HORIZONTAL (+/- 10°)03 Z y,. I�•-w. BRACE NOT REQUIRED ' •.•�;,.. ••••(�cJ Vie♦ �-� Q ❑ 6' FROM EAVES. TRUSS PER PLAN �%•••`Q` � J SEE PLAN FOR llj l1111� S LL SUPPORT AND TIE .� DOWN OF JACK T TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 w O BAYS SEE GABLE \ WALL PER PLAN CLSCI CONNECTION DETAIL 2 ^, (FRAME WALL SHOWN;FOR RE'D ON ECT ONS MAY ALSO BE 0 � j �d3� MASONRY) ❑ ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q M U U Z rj I-�•� c O LOW U V G��gt U LL U)0 Q Z O Q m GABLE END @ FLAT CEILING w/ BOSTON HIP 0 3/4"=1'-0" (LU D: (2) 2x TOP PLATE_ V J U H _J (D SEE GE01/SD3 FOR ` 8d NAILS @ 4" O.C. �5 OUTLOOKER OR CONV. FRAME OR U) W Sib HEADER PER PLAN; SHEATHING ❑ p SEE HEADER CANTILEVER PLAN TRUSSES PER 06 S SCHEDULE & NOTES O W 0 1 FOR ADDT'L INFO. Z pill SIMPSON LSTA12 OR O O J SP4 CONNECTORS @ H I Q _ 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR O < Z O MORE. EXT. SHEATHING; W 0 ATTACH PER NAILING 2x DOWNFRAME TO SCHED. _ W DOOR AS REQ'D (2) 16d NAILS TO EA. h W Z{��` COMMON TRUSS Z 0 O U I•— �WI'� SIMPSON META16 @ W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF p W 1/2" THREADED ROD TO MASONRY. AT TRUSS U EA. SIDE OF HEADER WOOD WALL (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) Z STUDS) w/ MIN 7" 32" O.C. MASONRY WALL ❑ EMBED. INTO SLAB SHOWN, SEE PLAN 0 ONLY REQ'D @ BRG d FOR WOOD OR WALL W/ UPLIFT MASONRY Z (GE�OGABLE END AT VALLEY FRAMING z0 CID o 3/4 p UJI 11 HEADER STUDS PER ❑Z p HEADER SCHEDULE U.N.O. ON PLANS w Z 2 Z z 0 ATTACH JAMB STUDS H U) W PER WF08/SD4 H Y 1 00t"' O ms m r W0ZN (D W Jar P.T BASE PLATE w >- 0 ~ ❑ O Q=O a I—HJ Z JOB No. TM - 2150877 LU ISION V5 SCALE: AS INDICATED � DATE: 07/23/15 TYPIr..Al PI=A )I=P r)I=TAII KInT I IQcn _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W H STRUCTURAL ENG BED :D DRAFTING: U) -STRUCT: BM Q QC CHECK: CC Z JOB No. TM - 2150877 LU ISION V5 SCALE: AS INDICATED � DATE: 07/23/15 TYPIr..Al PI=A )I=P r)I=TAII KInT I IQcn _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. A, NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 1 Od @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP.MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 2 1/2" EDGE TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & • NAILS TYP. TOP & BOT. ATTACH PER NAILING + DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL V/ TOP PLATE TRANSITION 10d x 3" COMMON p )01 2 1/2" z w 1 1/2" w iv N N N N 10d x 3" COMM( OVERLAP TOP PLATE 1 Od x 3" COMMON OPP. 4j\ AT CORNER SIDE z \ : U U NAIL BOTTOM PLATE Q TO CORNER STUD a 00 PACK w/ (4) 1 Od NAILS U 00 1 Od x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6'8 (2) 2x8's (2) 2x COLUMN fi FO _' TYPICAL BUILT-UP STUD COLUMN DETAIL 00 N�_� I I I I I w = MIN. 15/32" EXP 1 SHEATHING INSTALLED VERTICALLY. 2x8 STUDS 3/8„ SHEATHING PER PLAN NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS PER PLAN 2x DBL TOP PLATE BEYOND 72 ATTACH 2x STUDS TO U)¢ _ 0 I I I II I 1/4" x4" TAPCONS @ 12° TOP PLATE W/ (4) 16d o @ 3," O.C. ILL_JJ��JL_=I� PLAN Q NAILS ((2) ON EA. SIDE) O �'0 U_0 SEE ELEV. FOR NAIL PER PLAN U TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO FLATWISE (2) 16d FLOOR SYSTEM BLOCKING @ 24" O.C. CONDITIONS TOP PLATE W/ (4) 16d 2x BOTTOM PLATE CONDITION @ FRAME WALL EDGE DISTANCE 1 BEYOND SEE PLAN NAILS ((2) ON EA. SIDE) MORE INFO & w/ (2) 16d END NAILS 2x8 STUDS PER TYP. AT ALL EXTERIOR C fiFl EXTERIOR SHEATHING SCHEDULE FRAMING PLAN CONDITIONS 3/4"=1'-0" CONNECTION REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS PLAN FOR ADDITIONAL __--- SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE J 7 TOP SPLICE BOTTOM SPLICE OVER 2x4 SYP #2 LEDGER. ''' STUD TO STUDS OR BEAM w/ DOUBLE 2x8 TOP CONV. FRAMED PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL @EACH STUD (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL V/ TOP PLATE TRANSITION 10d x 3" COMMON p )01 2 1/2" z w 1 1/2" w iv N N N N 10d x 3" COMM( OVERLAP TOP PLATE 1 Od x 3" COMMON OPP. 4j\ AT CORNER SIDE z \ : U U NAIL BOTTOM PLATE Q TO CORNER STUD a 00 PACK w/ (4) 1 Od NAILS U 00 1 Od x 3" COMM( OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6'8 (2) 2x8's (2) 2x COLUMN fi FO _' TYPICAL BUILT-UP STUD COLUMN DETAIL 00 N�_� I I I I I w = MIN. 15/32" EXP 1 SHEATHING INSTALLED VERTICALLY. 0 3/8„ SHEATHING PER PLAN NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS PER PLAN 2x DBL TOP PLATE BEYOND 72 II I II II II U)¢ _ 0 I I I II I 1/4" x4" TAPCONS @ 12° LL O o @ 3," O.C. ILL_JJ��JL_=I� PLAN OUTSIDE (2) 2x4's D Z w 'v c i J L W 0 a r e _U ' U_ I __L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED, OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN Z - - - - - T v Z � 2� NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON LA A' =NAIL SPACING OV '90 OV SC, ROOF SHEATHING, FF IiI� a= NAILS @ 3" O.C. .4 FR qeT ROOF SHEATHING, ? F qew <<c <qp O { R�9A TOFASTEN PER PLAN w=w w �- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ 1/2„ NGT T,Q FASTEN PER PLAN FNcT T� II_ I I _ II _ II II_ 0-:r 0 i- COMMON NAILS @ 3" O.C. 'yOA1 & 'yC;cOS'S "i'j Z III ® NAIL INT. W/ $d COMMON NAILS @ 12" O.C. &NAIL - o 0 o ti ti 2x4 FRAMING @ 24" WALL SHEATHING O w „ III III I I I I I = EDGES 6 O.C. U.N.O. ON PLANS SPLICE, SEE SPLICE ^ A- O.C. MAX. III III I I I I I DETAIL. MAX 1/8" U STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 1/2" 2x4 FRAMING @ 24" III OPENING III I I I I I I w COMMON NAILS @ 3" O.C. SPACE BETWEEN w O.C. MAX. PROVIDE (4) 10d x 3" DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1Od NAILS NAILS AT JOINT III III 4 I I PANELS _ � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" II( 3 II I II II U) HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I p TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS \. „ \ III AROUND III I I I I I I 2x STUDS BEYOND, Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. OPENING SEE PLAN FOR MORE a U VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA III III II II II INFO O SHEATHING &PER PLAN 2x FASCIA PER PLAN IIIT -Ti— - -Ti— rIII I I I I I w = `n III II I II II II PER PLAN W r - II I II II II U)¢ _ 0 I I I II I 1/4" x4" TAPCONS @ 12° JU_ o SCHEDULE ILL_JJ��JL_=I� PLAN Q N O �'0 U_0 SEE ELEV. FOR NAIL PER PLAN U EXT. BEAM PER PLAN O FLATWISE (2) 16d FLOOR SYSTEM BLOCKING @ 24" O.C. U_ O 2x BOTTOM PLATE CONDITION @ FRAME WALL EDGE DISTANCE 1 BEYOND SEE PLAN MORE INFO & MORE INFO & w/ (2) 16d END NAILS SHEATHING DIAGRAM PER V_jAIL C fiFl EXTERIOR SHEATHING SCHEDULE :0. NUT SET IN ADHESIVE 3/4"=1'-0" CONNECTION REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS PLAN FOR ADDITIONAL 3/4"=1'-0" SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE J 7 SHEATHING PER PLAN _U ' U_ I __L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED, OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN Z - - - - - T v Z � 2� NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON LA A' =NAIL SPACING OV '90 OV SC, ROOF SHEATHING, FF IiI� a= NAILS @ 3" O.C. .4 FR qeT ROOF SHEATHING, ? F qew <<c <qp O { R�9A TOFASTEN PER PLAN w=w w �- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ 1/2„ NGT T,Q FASTEN PER PLAN FNcT T� II_ I I _ II _ II II_ 0-:r 0 i- COMMON NAILS @ 3" O.C. 'yOA1 & 'yC;cOS'S "i'j Z III ® NAIL INT. W/ $d COMMON NAILS @ 12" O.C. &NAIL - o 0 o ti ti 2x4 FRAMING @ 24" WALL SHEATHING O w „ III III I I I I I = EDGES 6 O.C. U.N.O. ON PLANS SPLICE, SEE SPLICE ^ A- O.C. MAX. III III I I I I I DETAIL. MAX 1/8" U STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 1/2" 2x4 FRAMING @ 24" III OPENING III I I I I I I w COMMON NAILS @ 3" O.C. SPACE BETWEEN w O.C. MAX. PROVIDE (4) 10d x 3" DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1Od NAILS NAILS AT JOINT III III 4 I I PANELS _ � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" II( 3 II I II II U) HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I p TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS \. „ \ III AROUND III I I I I I I 2x STUDS BEYOND, Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. OPENING SEE PLAN FOR MORE a U VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA III III II II II INFO O SHEATHING &PER PLAN 2x FASCIA PER PLAN IIIT -Ti— - -Ti— rIII I I I I I w = `n III II I II II II PER PLAN W I I I II I III II I II II II U)¢ _ 0 I I I II I 1/4" x4" TAPCONS @ 12° JU_ o SCHEDULE ILL_JJ��JL_=I� PLAN Um 2x4 BLOCKING PLACED - �'0 U_0 SEE ELEV. FOR NAIL PER PLAN U EXT. BEAM PER PLAN O.H. SIZE FLATWISE (2) 16d FLOOR SYSTEM BLOCKING @ 24" O.C. U_ CUT TO FIT 2x BOTTOM PLATE CONDITION @ FRAME WALL OPENING SIZE 1 BEYOND SEE PLAN MORE INFO & MORE INFO & w/ (2) 16d END NAILS SHEATHING DIAGRAM C fiFl EXTERIOR SHEATHING SCHEDULE :0. NUT SET IN ADHESIVE 3/4"=1'-0" CONNECTION REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS BLOCKING GYPSUM WALLBOARD S CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 2x6 SYP #2 LEDGER. TO 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d NAILING PER 1/4" x4" TAPCONS @ 12° 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE O.C. PLAN 2x4 #2 SPF 2x4 BLOCKING PLACED SEE ELEV. FOR � SEE ELEV. FOR NAIL PER PLAN O.H. SIZE EXT. BEAM PER PLAN O.H. SIZE FLATWISE (2) 16d SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. PLAN VIEW@ TOP OF POST NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL fiF'1'TYPICAL SCAB OVERHANG MORE INFO & MORE INFO & w/ (2) 16d END NAILS NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF C NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE :0. NUT SET IN ADHESIVE CONNECTION CONNECTION REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS PLAN FOR ADDITIONAL 3/4"=1'-0" SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE SHEATHING PER PLAN 2x4 SYP #2 LEDGER. ��/ 3/4"=1'-0„ 3/4"=1'-0„ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUD BEAM INTO LONG SPAN AS INDICATED ON BEAM 2x6 SYP #2 LEDGER. TO SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. SEE ROOF SHEATHING, PT POST PER PLAN LAP BEAM PLYS AND 16" O.C. MAX.; 2x4 #2 SPF TO GABLE END STUDS - � PLAN NAIL PER PLAN (2) 2x BUILT-UP CO'L. EXT. BEAM PER PLAN HTS20 CLIP FROM SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. PLAN VIEW@ TOP OF POST ` DOUBLE TOP PLATE TO MASONRY w/ 2x6 PT ABU POST BASE PER MORE INFO & MORE INFO & w/ (2) 16d END NAILS PLAN C 5/8" THREADED ROD w/ :0. NUT SET IN ADHESIVE CONNECTION CONNECTION EACH END PLAN FOR ADDITIONAL `U y SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE SHEATHING PER PLAN 2x4 SYP #2 LEDGER. ''' (4) 10d NAILS FOR TO STUDS OR BEAM w/ x x CONV. FRAMED (2) 1/4" X 4'/" SIMPS.7 @EACH STUD 12d NAILS @EACH END 2x12 BOX HDR w/ 2x8's TO GABLE END STUDS w/ (2) 1/4" X 3'/" SUMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT TOP & BOT., 2x8 TO SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS 1@12" ROOF TRUSSES @ 24" 2x8 #2 SPF VERTICAL O.C. MAX. SIMPSON H3 CLIP PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST + + * NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND ° Uj LINTEL w/ (2)ROWS OF + (4) 12d NAILS EACH EACH END NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. ; TRUSS MEMBER SEE PLAN FOR 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ x x CONNECTION i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL a x x 2x BRG WALL, SEE TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO SPACING. MIN (2) 2x UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. i 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ., w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. a' SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUDATTACH VERTICALLY VERTICALLY 2x TO 2x6 2x BRG WALL, SEE PLAN FOR STUD SIZE & PRE -ENG. ROOF TRUSS PER PLAN BUILT-UP W/ (2) ROWS OF 1 Od NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD ATTACHMENT BY EACH VERTICAL POCKET SGD ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY BUILDER VERTICAL BUILDER BUILDER U.N.O. CONNECTION RING "F1STEP' BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM fSO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER ��/ 3/4"=1'-0„ 3/4"=1'-0„ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM 2x6 SYP #2 LEDGER. TO SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND 16" O.C. MAX.; NAIL AS SHOWN (5) 10d TO GABLE END STUDS EXTERIOR WALL/TRUSS NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM �� POST TO BEAM PLAN VIEW@ TOP OF POST PT POST PER PLAN TO MASONRY w/ 2x6 PT ABU POST BASE PER SYP #2 LEDGER w/ (2) PLAN C 5/8" THREADED ROD w/ :0. NUT SET IN ADHESIVE 'a e 1I Q SEE FOUNDATION —1SEE PLAN PLAN FOR ADDITIONAL `U y INFO SIDE VIEW @ BASE OF POST 1/2"=1'-0" SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ - 32" O C GABLE TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i ' MAIN SPAN ROOF TO MASONRY TRUSS TOP KNOCK OUT COURSE W/ (1) #5 UPLIFT CONNECTOR CONT. (SEE SCHEDULE) MASONRY WALL PER PLAN 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR - MORE INFO & CONNECTION I 10dx3" W v er z = W N O W > zo a -06 _ W W 10d x 3'" OPP. SIDE W 0 Q� � O C.) m O D W z LU kNCE PER D � > 00 0 J LL • ••��i�/ �i W Ci 0 •• — ROOF SHEAFW,,w LU FASTEN PER PLAN" = ; U rr <, :. *-0 p Q O. Q 1- 7! •' �CJ •�♦ J O �, �B/lllllll�� Q' — 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS w O MEMBER, TYP. (MAX. • 24" O.C.). IF MASONRY, C,) USE (2) 1/4" TAPCONS O _. ri Oly1�, N w/ MIN. 2" EMBED. @ U U o 24" O.C. Z o <C O:: o TRUSS PER PLAN o W z a ° 2 — WOOD/MASONRY 0 zLL lye WALL OR TRUSS, SEE O 04'� PLAN (TRUSS SHOWN) z Q O W a Ld � U V, �w I- •r W Jasg� O W z< � 2� z Q z / O f -- Q 0 CD 0 2x8 TO UNDER SIDE OF O z ROOF SHEATHING w Q =w W la-� Z z b� �O 2x8 #2 SPF VERTICAL W @ 24" O.C. w/ EXT. z r n SHEATHING PER 0 W V NAILING SCHEDULE & Ix W (4) 12d NAILS EACH O = TRUSS MEMBER ¢ (n Z 2x8 w/ (2) 1 O NAILS @ Uj POCKET SGD EACH VERTICAL U) ATTACHMENT BY 0 BUILDER g Z S7 HEADER @ POCKET SLIDER z co SHINGLE ONLY CDO CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL rGEO' GABLE END AT VALLEY FRAMING 3/4"=V-0"' -0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=1'-0" p J 11 z O z _ W z Z z 0 0 UJI OOr O o(-LU0ZN LU JWP �. © O Q=O U W H H J LU CL STRUCTURAL ENG BED 0 DRAFTING: U)-STRUCT: BM J Q QC CHECK: CC Z JOB No. - _ TM -2150877EVISIO -- C' SCALE: AS INDICATED U) W DATE: 07/23/15 W _ SD4 3/4"=1'-0„ 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 41%" SIMPS, SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SD; SCREWS @ 16" O.C. �� MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- 12 12" O.C. —1SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ CONV. FRAMED (2) 1/4" X 4'/" SIMPS.7 MEMBERS ONLY SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SUMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS 1@12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR 1/2"=1'-0" SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ - 32" O C GABLE TRUSS 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i ' MAIN SPAN ROOF TO MASONRY TRUSS TOP KNOCK OUT COURSE W/ (1) #5 UPLIFT CONNECTOR CONT. (SEE SCHEDULE) MASONRY WALL PER PLAN 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR - MORE INFO & CONNECTION I 10dx3" W v er z = W N O W > zo a -06 _ W W 10d x 3'" OPP. SIDE W 0 Q� � O C.) m O D W z LU kNCE PER D � > 00 0 J LL • ••��i�/ �i W Ci 0 •• — ROOF SHEAFW,,w LU FASTEN PER PLAN" = ; U rr <, :. *-0 p Q O. Q 1- 7! •' �CJ •�♦ J O �, �B/lllllll�� Q' — 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS w O MEMBER, TYP. (MAX. • 24" O.C.). IF MASONRY, C,) USE (2) 1/4" TAPCONS O _. ri Oly1�, N w/ MIN. 2" EMBED. @ U U o 24" O.C. Z o <C O:: o TRUSS PER PLAN o W z a ° 2 — WOOD/MASONRY 0 zLL lye WALL OR TRUSS, SEE O 04'� PLAN (TRUSS SHOWN) z Q O W a Ld � U V, �w I- •r W Jasg� O W z< � 2� z Q z / O f -- Q 0 CD 0 2x8 TO UNDER SIDE OF O z ROOF SHEATHING w Q =w W la-� Z z b� �O 2x8 #2 SPF VERTICAL W @ 24" O.C. w/ EXT. z r n SHEATHING PER 0 W V NAILING SCHEDULE & Ix W (4) 12d NAILS EACH O = TRUSS MEMBER ¢ (n Z 2x8 w/ (2) 1 O NAILS @ Uj POCKET SGD EACH VERTICAL U) ATTACHMENT BY 0 BUILDER g Z S7 HEADER @ POCKET SLIDER z co SHINGLE ONLY CDO CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL rGEO' GABLE END AT VALLEY FRAMING 3/4"=V-0"' -0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2"=1'-0" p J 11 z O z _ W z Z z 0 0 UJI OOr O o(-LU0ZN LU JWP �. © O Q=O U W H H J LU CL STRUCTURAL ENG BED 0 DRAFTING: U)-STRUCT: BM J Q QC CHECK: CC Z JOB No. - _ TM -2150877EVISIO -- C' SCALE: AS INDICATED U) W DATE: 07/23/15 W _ SD4 _ Q N _ CONNECTIONS IOR SIM) IS PROVIDED « TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTIONfiSl�TWO STORY PERP. FLOOR CONNECTION fi7S1 CANTILEVERED FLOOR TRUSS CONNECTION fiS1 FLOOR TRUSS TO GIRDER CONNECTION 00 Z O O SIMPSON MSTAM36 o DOUBLE 2x TOP PLATE W DOUBLE 2x TOP PATE L0 0 SOLID SHEATHING @ J �r TYPICAL TRUSS TO STRAP W/ (10) 1 O TO O 2x BOTTOM PLATE 11 W HEADER SHINGLE OR TILE PER J FRAME CONNECTION. STUDS & (8) 1/4" X 2-1/4" 3/4" FLOOR SHEATHING O 0 3/4" FLOOR SHEATHING F�<� SIMPSON SP4 w/ (6) 10d W SEE STANDARD TITEN SCREWS ) � 1 ATTACHED PER ATTACHED PER � N x1-1/2" @ 24" O.C. (USE NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS- SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ W HEADERW Q O SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE It Z = W SP6 @ 2x6 STUDS & N 0 SP8 @ 2x8 STUDS) z Uj > (2) 2x SPF TOP PATE 0 WUj U.N.O. ON PLAN w (� Q HEADER - SEE 2ND _ U) W FLOOR PLAN FOR MIN. C) n - HEADER SIZE & REQ'D W Q — JAMB STUDS p0 U fn Cn O O = W z W � D IF HEADER IS UPSET m AND WINDOW IS Q W r- 04 LOWER: (1) 2x SILL p PLATE w/ (2) 1 Od O TOENAILS. EXT. J HEADER OPENINGS LESS THAN 4FT:(1) W d 1111i11f//! o SILL PLATE w/ (2) 10 O �o�� y t,S//// s , .0ENAILS. OPENIN ��►,..�.,®."7Ji��i� LA THAN 4FT: ( �� ,.•'+ •••.�'Y� iii, W o 2x SILL E w/ A35 ',, e + • 0 LL Q;t Z Z CLIPS EACH 2" = �,, N O o�W Cj CRIPPLES @ 16 0. = W �a..� fW Cc--� w/ (2) 1 O TOENAILS V Q cc 4: c ' T&B (PLYWOOD ," �., �•� Q �� Q SHEATHING REQ'D "+.,u, y `;.•GSCJ `� O w� O C' U U �dr3J , � zz oz° NO MOISTURE U c O I=I -11= MASONRY ATTACHED SEE FRAMING PLAN ri 0 BARRIER (FELT PAPER I I — I=I ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR 0r OR SIM IS PROVIDED _ I = PER NAILING W • OR SIM IS PROVIDED c� (2) 16d NAILS @ 6" O.C. 4 2x STUDS CONNECTION SCHEDULE' PROVIDE O SEE FRAMING PLAN BEARING �� IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8 GAP BETWEEN FOR FLOOR Q SEE PLAN STANDARD CORNER A -A SHEATHING AND FRAMING PAN, 2nd FLR STUDS TO BEAR ON CONNECTION U 0�� v LINTEL AS PER PLAN MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR � Z��lti9 � MASONRY WALL PER ( ) BELOW JAMBS BEAM 0 . FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ z Q PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE z STOPPING AT 1000 SQ SINKERS AND (14) Ya'X2 %4" TITENS TO MASONRY O M FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO in Q W LINTEL AS PER PAN � � STOPPING MATERIALS MIN THICKNESS SHALLfiSO�TYPICAL TWO STORY COL. @GIRDER fiSO�2nd FLOOR CORNER FRAMING ATTACHMENT fiSO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM E PLAN T S PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �-- EXT FINISH PER PLAN - VERT REINF. BEYOND - MASONRY WALL PER - PLAN FIN. FLR. 0'-0" — — Co GRADE . BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12'd SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12 O.C. 2x BOTTOM PATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU �- CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR ° 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8 TYPE X WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE T (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN •. MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS Q N O CONNECTIONS IOR SIM) IS PROVIDED « 3/4" PLYWOOD FLOOR TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTIONfiSl�TWO STORY PERP. FLOOR CONNECTION fi7S1 CANTILEVERED FLOOR TRUSS CONNECTION fiS1 FLOOR TRUSS TO GIRDER CONNECTION 00 Z O O SIMPSON MSTAM36 o DOUBLE 2x TOP PLATE W DOUBLE 2x TOP PATE SOLID SHEATHING @ J �r TYPICAL TRUSS TO STRAP W/ (10) 1 O TO O 2x BOTTOM PLATE 11 V 2x BOTTOM PATE HEADER SHINGLE OR TILE PER J FRAME CONNECTION. STUDS & (8) 1/4" X 2-1/4" 3/4" FLOOR SHEATHING O 0 3/4" FLOOR SHEATHING F�<� SIMPSON SP4 w/ (6) 10d W SEE STANDARD TITEN SCREWS ) � 1 ATTACHED PER ATTACHED PER StiF x1-1/2" @ 24" O.C. (USE ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. :UOZ� NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 FT SP6 @ 2x6 STUDS & SIMPSON LSTA30 COQ=O ELEVATIONS. W F- 1-• J USE SIMPSON • STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° STRUCTURAL ENG: BED DRAFTING: MSTCM60 STRAP W/ BM C QC CHECK: CC ANGLE) W/ (22) 1 Od TM - 2150877 ANGLE) W/ (22) 1 Od PRE-ENGINEERED SCALE: AS INDICATED REFER TO PLAN FOR (20) 16d SINKERS & (14). • DATE: 07/23/15 NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP ROOF TRUSSES @ 24 � BUILT-UP COLUMN � �� 1/4 X 2-1/4 TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. O.C. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ i HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN « HEADER FLOOR PLAN FOR MIN. HEADER TYPICAL TRUSS TO SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR• � � � EXTERIOR SHEATHING HEADER SIZE & REQ'D FRAME CONNECTION. I KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SEE STANDARD SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 1 O TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING CONNECTOR NOTES i UNDER COLUMN U.N.O. • \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL BEARING ABOVE I PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN SEE PAN I BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 1 O NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 1 Od TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x DBL. TOP PLATE SO TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2)10d SEE ARCHITECTURAL BA RIER (FEL BARRIER (FELT PAPER „- , ,, 3/4 -1 -0 „ 3/4 =1 -0 TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OR SIM IS PROVIDED ) OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) INFO 2x STUDS, REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW A FOR FRAMING PLAN BUILT-UP COLUMN 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS WINDOW AS SPACING AND GRADE INFO. SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO SCHEDULED AND SEE ARCH PLAN STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS O STUD PACK w/ 1 Od TO VERIFY SIZE � BEARING WALL PER A A FLOOR W/ (14) 1 Od THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN EXTERIOR FINISH PER PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ ' SHEATHING REQ'D STUDS @ 1.6" O.C. PLAN INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 1Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ 2 1 O ( ) MID -HEIGHT BLOCKING SYSTEM INFO, x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END 2x BOTTOM PATE w/ PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G MID -SPAN BLOCKING (2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0" USE A35 ), U.N.O. 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 • CLIP AT E. �. END FOR 3/4" FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d ' OPENINGS GREATER INSULATION PER PLAN ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS SEE DETAILS WS10, NAILING SCHEDULE 2 -STORY WALL NAILS ' ' (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. « THAN 6' WS11 OR WS13 FOR ADDITIONAL FLOOR TRUSSES SEE SECTION FOR MORE (2) SIMPSON STRAPS CENTERED @ (IF TITENS ARE NOT IN LINTEL COURSE OR , INFORMATION THIS PLAN FOR DEPTH AND INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d NAILS INTO FILLED CELL USE 2x TOP &BOT. SIMPSON LSTA30 w/ (11) 10d TO STUDS SHEET DIRECTION REFER TO MASONRY WALL 1/4 X 1 3/4 TITENS) " « RIBBONS, CONT. ABOVE PLATE U.N.O. NOTE: ALL FLOOR F. . ,* ' is <' .: FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR TRUSSES TO BE P.T. IF ,.: .. ;.� _ FOR FTG. — °' — INFORMATION EXT. SHEATHING FLUSH W/ FACE OF ATTACH PER NAILING SCHEDULE TRUSSES TO BE P.T. IF NO MOISTURE " SOLID SHEATHING @ W HEADERW Q O SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE It Z = W SP6 @ 2x6 STUDS & N 0 SP8 @ 2x8 STUDS) z Uj > (2) 2x SPF TOP PATE 0 WUj U.N.O. ON PLAN w (� Q HEADER - SEE 2ND _ U) W FLOOR PLAN FOR MIN. C) n - HEADER SIZE & REQ'D W Q — JAMB STUDS p0 U fn Cn O O = W z W � D IF HEADER IS UPSET m AND WINDOW IS Q W r- 04 LOWER: (1) 2x SILL p PLATE w/ (2) 1 Od O TOENAILS. EXT. J HEADER OPENINGS LESS THAN 4FT:(1) W d 1111i11f//! o SILL PLATE w/ (2) 10 O �o�� y t,S//// s , .0ENAILS. OPENIN ��►,..�.,®."7Ji��i� LA THAN 4FT: ( �� ,.•'+ •••.�'Y� iii, W o 2x SILL E w/ A35 ',, e + • 0 LL Q;t Z Z CLIPS EACH 2" = �,, N O o�W Cj CRIPPLES @ 16 0. = W �a..� fW Cc--� w/ (2) 1 O TOENAILS V Q cc 4: c ' T&B (PLYWOOD ," �., �•� Q �� Q SHEATHING REQ'D "+.,u, y `;.•GSCJ `� O w� O C' U U �dr3J , � zz oz° NO MOISTURE U c O I=I -11= MASONRY ATTACHED SEE FRAMING PLAN ri 0 BARRIER (FELT PAPER I I — I=I ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR 0r OR SIM IS PROVIDED _ I = PER NAILING W • OR SIM IS PROVIDED c� (2) 16d NAILS @ 6" O.C. 4 2x STUDS CONNECTION SCHEDULE' PROVIDE O SEE FRAMING PLAN BEARING �� IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8 GAP BETWEEN FOR FLOOR Q SEE PLAN STANDARD CORNER A -A SHEATHING AND FRAMING PAN, 2nd FLR STUDS TO BEAR ON CONNECTION U 0�� v LINTEL AS PER PLAN MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR � Z��lti9 � MASONRY WALL PER ( ) BELOW JAMBS BEAM 0 . FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ z Q PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE z STOPPING AT 1000 SQ SINKERS AND (14) Ya'X2 %4" TITENS TO MASONRY O M FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO in Q W LINTEL AS PER PAN � � STOPPING MATERIALS MIN THICKNESS SHALLfiSO�TYPICAL TWO STORY COL. @GIRDER fiSO�2nd FLOOR CORNER FRAMING ATTACHMENT fiSO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM E PLAN T S PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �-- EXT FINISH PER PLAN - VERT REINF. BEYOND - MASONRY WALL PER - PLAN FIN. FLR. 0'-0" — — Co GRADE . BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12'd SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12 O.C. 2x BOTTOM PATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU �- CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR ° 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8 TYPE X WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE T (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN •. MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS Q N O SCHEDULE IOR SIM) IS PROVIDED �— TRUSS PER PLAN 3/4" PLYWOOD FLOOR TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTIONfiSl�TWO STORY PERP. FLOOR CONNECTION fi7S1 CANTILEVERED FLOOR TRUSS CONNECTION fiS1 FLOOR TRUSS TO GIRDER CONNECTION 00 Z O O SOLID SHEATHING @ W HEADERW Q O SIMPSON SP4 w/ (6) 10d W x1-1/2" @ 24" O.C. (USE It Z = W SP6 @ 2x6 STUDS & N 0 SP8 @ 2x8 STUDS) z Uj > (2) 2x SPF TOP PATE 0 WUj U.N.O. ON PLAN w (� Q HEADER - SEE 2ND _ U) W FLOOR PLAN FOR MIN. C) n - HEADER SIZE & REQ'D W Q — JAMB STUDS p0 U fn Cn O O = W z W � D IF HEADER IS UPSET m AND WINDOW IS Q W r- 04 LOWER: (1) 2x SILL p PLATE w/ (2) 1 Od O TOENAILS. EXT. J HEADER OPENINGS LESS THAN 4FT:(1) W d 1111i11f//! o SILL PLATE w/ (2) 10 O �o�� y t,S//// s , .0ENAILS. OPENIN ��►,..�.,®."7Ji��i� LA THAN 4FT: ( �� ,.•'+ •••.�'Y� iii, W o 2x SILL E w/ A35 ',, e + • 0 LL Q;t Z Z CLIPS EACH 2" = �,, N O o�W Cj CRIPPLES @ 16 0. = W �a..� fW Cc--� w/ (2) 1 O TOENAILS V Q cc 4: c ' T&B (PLYWOOD ," �., �•� Q �� Q SHEATHING REQ'D "+.,u, y `;.•GSCJ `� O w� O C' U U �dr3J , � zz oz° NO MOISTURE U c O I=I -11= MASONRY ATTACHED SEE FRAMING PLAN ri 0 BARRIER (FELT PAPER I I — I=I ATTACH 2x STUDS W/ BARRIER (FELT PAPER FOR FLOOR 0r OR SIM IS PROVIDED _ I = PER NAILING W • OR SIM IS PROVIDED c� (2) 16d NAILS @ 6" O.C. 4 2x STUDS CONNECTION SCHEDULE' PROVIDE O SEE FRAMING PLAN BEARING �� IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8 GAP BETWEEN FOR FLOOR Q SEE PLAN STANDARD CORNER A -A SHEATHING AND FRAMING PAN, 2nd FLR STUDS TO BEAR ON CONNECTION U 0�� v LINTEL AS PER PLAN MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR � Z��lti9 � MASONRY WALL PER ( ) BELOW JAMBS BEAM 0 . FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ z Q PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE z STOPPING AT 1000 SQ SINKERS AND (14) Ya'X2 %4" TITENS TO MASONRY O M FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO in Q W LINTEL AS PER PAN � � STOPPING MATERIALS MIN THICKNESS SHALLfiSO�TYPICAL TWO STORY COL. @GIRDER fiSO�2nd FLOOR CORNER FRAMING ATTACHMENT fiSO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM E PLAN T S PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �-- EXT FINISH PER PLAN - VERT REINF. BEYOND - MASONRY WALL PER - PLAN FIN. FLR. 0'-0" — — Co GRADE . BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12'd SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR AGAINST TRUSS 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12 O.C. 2x BOTTOM PATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU �- CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR ° 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8 TYPE X WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE T (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN •. MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. row END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO XFO'1 TYPICAL BALCONY FRAMING COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=l' -O" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDIED z CKa LU 0 - CL LU SLOPE OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED �— TRUSS PER PLAN 3/4" PLYWOOD FLOOR TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTIONfiSl�TWO STORY PERP. FLOOR CONNECTION fi7S1 CANTILEVERED FLOOR TRUSS CONNECTION fiS1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. row END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO XFO'1 TYPICAL BALCONY FRAMING COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=l' -O" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDIED z CKa LU 0 - CL LU SLOPE CONTRACTOR TO ° '• PROVIDE ADEQUATE WATERPROOFING. NO •�.. CONCRTE SAB PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION -`- LINTEL PER PLAN NOT USED 3/4"=1'-0" 1 3/4"=1'_0" REVISION Z C� V W 06 a W HANDRAIL BY OTHERS SEE ARCH DWGS FOR 0 a: C4 Q • 1- 3 TOPPING INFO _ W J CO 3/4" PLYWOOD FLOOR DECKING ATTACHED I PER NAILING Jw W SCHEDULE CONTRACTOR TO ° '• PROVIDE ADEQUATE WATERPROOFING. NO •�.. CONCRTE SAB PERMITTED SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION -`- LINTEL PER PLAN NOT USED 3/4"=1'-0" 1 3/4"=1'_0" REVISION Z C� V W 06 a W SD5 - O 0 a: C4 Q • 1- 3 _ W J CO Z O i F— N Jw W SD5 Z M o � W J �r O 11 J O 0 c V) W ) � 1 O ' OOH :UOZ� � >- OF COQ=O W F- 1-• J CL STRUCTURAL ENG: BED DRAFTING: -STRUCT: BM C QC CHECK: CC JOB No. TM - 2150877 .... ... - ------ SCALE: AS INDICATED DATE: 07/23/15 SD5 SON SP2 ..' TOP & 4x oRv MALL VV/SIMP SP1 S BASE. @ TO SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 (2) 2x BASE PLATE SPI @ BASE. LSTA18 OR MTS12 MAY BE (2) 12d NAILS @ 12"' OR MTS12 MAY BE O.C. MAX (U.N.O.) USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDI EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRIG ON EA. STUD TO WAL ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW.. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS 11 NAILS AND " 1/ 1/2"=11-0" OTHERS 1/2"=V-0" I EXTERIOR SHEATHS"" FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PEF TRUSS PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. ( ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN I 2x6 #2 SYP CONT. (2) 2x SYP #2 COLUMNS ON EITHER SIDE OF LEDGER W/ (2) Y4"0-1/2" GIRDER, PROVIDE I SDS WOOD SCREWS @ 16" O.C. MAX. & 3" SUFFICIENT ROOM FROM EA. END - USE FOR GIRDER HANGER LCESS (3) SCREWS FOR 24" SIMPSON LUS26. U,1 FLANGE. ATTACH LEDGER INTO O.C. LUS26-2 FOR 2PLY LEDGER TO EA. RUSS. VERIFY W/ TRUSS COLUMN w/ (4) 1/4" x TRUSS SHOP 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN (DRAWINGS 2x8 SYP #2 LEDGER L_ SCREWS MIN. (4) 16d NAILS T EACH STUD (AT EACH DE OF OPT. TRUSS RECESS LEDGER Ed NAAILS)T. USE (4) LEDGER AT GIRDER 603 LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" 3/4"=1'-0" 1 1 TOENAILS EACH END CONNECTED w/ MTS12 EXTERIOR SHEATHING 2x BASE PLATE W/ 12d w/ LSTA18 @ 16 O.C. TO TRUSS BELOW) x4 (S A4 3/4" TAPCONS PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW TO BOTTOM OF SILL 2nd STORY WALL PER 2x BASE PLATE W/ (2) OR LSTA18 — NAILING SCHEDULE 3/4" FLOOR SHEATHING STRAP; CENTER ROOF SHEATHING -------_ ISIMPSON H2.5 EA. SEE PLAN FOR ATTACH PER NAILING TRUSS 12d NAILS@ 12" O.C. SCHEDULE II N ATTACHED PER STRAP BETWEEN ROOF SHEATHING TRUSS PER PLAN I2x6 SEE FLOOR PLAN NAILING SCHEDULE 2x BLOCKING W/ (2) 12d I LCESSLEDGERINTO NAILING SCHEDULE MASONRY WALL AND (TRUSS. VERIFY W/ 16 O.C. MAX. & 3 LUS26-2 FOR 2PLY. TRUSS TRUSS SHOP EISCREWS 3/4" FLOOR SHEATHING TOENAILS EACH END DRAWINGS � FOR 24" O.C. 2x8 SYP #2 LEDGER W/ FLOOR TRUSS PER FRAME WALL MIN. (4) 16d NAILS TO SEE TRUSS LAYOUT 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS ATTACHED PER (2) 2x4 #2 SYP OU 1 D04 LEDGER @ LOW ROOF PLAN 1 O SEE CHART FOR REQUIRED JACKS / 1 IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. NAILING SCHEDULE = 1 �� 1 1 FLOOR HEADER CONTACT EOR TO (2) 2x4 #2 SYP Z I BLOCKING w/ SIMPSON BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BLOCKING w/ SIMPSON BOTTOM OF FLOOR SYSTEM W HUC24-2 EACH END, 2x STUDS SEE PLAN i HUC24-2 EACH END, USE (4) 10d & (2) 10,d a STUDS ABOVE ARE OE UNDER 2ND STORY COLUMNS, PROVIDE USE (4) 10d & (2) 10d _z 1 I NAILS. UNDER TO ALIGN W/ STUDS 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 1 NAILS. UNDER 1 SEE PLAN WINDOW JAMBS ONLY 1 jk SEE PIANrM WINDOW JAMBS USE 1 1 I a (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE 1"=1'-0" SEE ARCHS FOR Q O LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND I TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH B CONNECTIONS 1 TRUSS IS CONT. BRIG I MASONRY (SHOWN) ON MASONRY USE MASONRYSHOWN ( ) MASONRY WALL PER lHtEl 1 OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 1 = PLAN ON WOOD USE HGA PLAN 1 1 CLIPS @ 24" O.C.) Z Ws-,,* SECTION @ RAISED HEEL TRUSS6 S1 SECTION @COMBO TRUSS AFO WALL SPLICE DETAILS 1/2"=11-0" OTHERS 1/2"=V-0" I EXTERIOR SHEATHS"" FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PEF TRUSS PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. ( ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN I 2x6 #2 SYP CONT. (2) 2x SYP #2 COLUMNS ON EITHER SIDE OF LEDGER W/ (2) Y4"0-1/2" GIRDER, PROVIDE I SDS WOOD SCREWS @ 16" O.C. MAX. & 3" SUFFICIENT ROOM FROM EA. END - USE FOR GIRDER HANGER LCESS (3) SCREWS FOR 24" SIMPSON LUS26. U,1 FLANGE. ATTACH LEDGER INTO O.C. LUS26-2 FOR 2PLY LEDGER TO EA. RUSS. VERIFY W/ TRUSS COLUMN w/ (4) 1/4" x TRUSS SHOP 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN (DRAWINGS 2x8 SYP #2 LEDGER L_ SCREWS MIN. (4) 16d NAILS T EACH STUD (AT EACH DE OF OPT. TRUSS RECESS LEDGER Ed NAAILS)T. USE (4) LEDGER AT GIRDER 603 LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" 3/4"=1'-0" EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO Q CV CO 2x4 BLOCKS (2) 16d .,� .,� EXT. FINISH PER 2x8 MIN. SPF #2 16 ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL 0 @ NAILS @EACH END. O O O.C. - SEE FRAMING SCHEDULE BOTTOM PLATE O O ARCHS BLOCK ADJACENT PLAN FOR MORE INFO. ATTACH PER NAILING 2x4 STUDS @ 16" O.C. BAYS @EACH 2x4 BLOCKING SCHEDULE DIAGONAL AS SHOWN. QO U) BETWEEN STUDS W/ 1/2" GYP. BOARD FASTEN ROOF SHEATHING PER PLAN (2) 12d TOE NAILS SHEATHING TO Z � Z ATTACH PER NAILING EACH END SIMPSON H10A @ BLOCKS W/ 8d NAILS @ p W SCHEDULE 6 O.C. SEE LD02/SD4 FOR EACH DIAGONAL W 2x$ #2 SYP P.T. SILL MORE INFO. BRACE W Q PLATE w/ 1/2" EPDXY ANCHOR BOLT OR (5) 16d NAILS BRACE d Z = TO BLOCKING o IX W J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL ALL THREAD ROD C\111 0 W EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY @ 48" O.C.; SEE Z I-- 06 �'-� PROVIDE 2x4 BRACE _ FROM EA.END ANCHOR BOLT OR FOUNDATION DETAILS TO EACH ADJACENT �_ W Q W J -BOLT W/ MIN. 7" FOR CONNECTION @ I— DIAGONAL, FASTEN � O � EMBEDMENT @ 32" BASE TO DIAGONAL W/ (2) w (n Q W SHEATHING TO O.C. & 3" FROM EACH 16d NAILS I=— W W OVERLAP BOTTOM END 2x4 BOTTOM PLATE, LD 0 PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS SECTION @ OPEN TO ABOVE 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 1212 j PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & CONNECTIONS 3/4"=1'-0" 1 1 O.C. w/ EXT. SHEATHING ROOF LINE EXTERIOR SHEATHING 2x BASE PLATE W/ 12d BOTTOM OF TRUSS/ FROM TOP OF WALL 2x4 CONT. W/ (2) 12d SYSTEM BELOW TO BOTTOM OF SILL 2nd STORY WALL PER PLATE ATTACH PER F — NAILING SCHEDULE PLAN FOR MORE INFO REQ'D FROM STUDS TO ROOF SHEATHING -------_ ISIMPSON H2.5 EA. SEE PLAN FOR ATTACH PER NAILING TRUSS I SCHEDULE II N PRE-ENGINEERED I ° ROOF SHEATHING TRUSS PER PLAN I2x6 SEE FLOOR PLAN NAILING SCHEDULE #2 SYP CONT. I LCESSLEDGERINTO LEDGER W/ (2) Y4'x3-1/2" ( SDS WOOD SCREWS @ SIMPSON LUS26. USE —� (TRUSS. VERIFY W/ 16 O.C. MAX. & 3 LUS26-2 FOR 2PLY. TRUSS TRUSS SHOP EISCREWS FROM EA. END - USE (3) I W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d DRAWINGS � FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 1 MIN. (4) 16d NAILS TO SEE TRUSS LAYOUT 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MTXU(AT O16d °S) OU 1 D04 LEDGER @ LOW ROOF 1 1 3/4"=1'-0" EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO Q CV CO 2x4 BLOCKS (2) 16d .,� .,� EXT. FINISH PER 2x8 MIN. SPF #2 16 ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL 0 @ NAILS @EACH END. O O O.C. - SEE FRAMING SCHEDULE BOTTOM PLATE O O ARCHS BLOCK ADJACENT PLAN FOR MORE INFO. ATTACH PER NAILING 2x4 STUDS @ 16" O.C. BAYS @EACH 2x4 BLOCKING SCHEDULE DIAGONAL AS SHOWN. QO U) BETWEEN STUDS W/ 1/2" GYP. BOARD FASTEN ROOF SHEATHING PER PLAN (2) 12d TOE NAILS SHEATHING TO Z � Z ATTACH PER NAILING EACH END SIMPSON H10A @ BLOCKS W/ 8d NAILS @ p W SCHEDULE 6 O.C. SEE LD02/SD4 FOR EACH DIAGONAL W 2x$ #2 SYP P.T. SILL MORE INFO. BRACE W Q PLATE w/ 1/2" EPDXY ANCHOR BOLT OR (5) 16d NAILS BRACE d Z = TO BLOCKING o IX W J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL ALL THREAD ROD C\111 0 W EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY @ 48" O.C.; SEE Z I-- 06 �'-� PROVIDE 2x4 BRACE _ FROM EA.END ANCHOR BOLT OR FOUNDATION DETAILS TO EACH ADJACENT �_ W Q W J -BOLT W/ MIN. 7" FOR CONNECTION @ I— DIAGONAL, FASTEN � O � EMBEDMENT @ 32" BASE TO DIAGONAL W/ (2) w (n Q W SHEATHING TO O.C. & 3" FROM EACH 16d NAILS I=— W W OVERLAP BOTTOM END 2x4 BOTTOM PLATE, LD 0 PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS SECTION @ OPEN TO ABOVE 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 1212 j PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & CONNECTIONS FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. IF SHEATHING IS NOT CONNECT TO DOUBLE w Q CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN 0 U U) m NAILS@ 6" O.C. U O U PLATE, SP8 TOP AND O.S.B. TO OVERLAP J ::) (Y BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Z LLI W U (MIN.) O.C. MAX. 45° FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER FLOOR WALL W/ HORIZONTAL (+/- 10°) m 2x BEARING WALL BRACE NOT REQUIRED 1/4" X 3-1/2" SIMPSON Q W r- N SDS SCREW @ 16" O.C. 6' FROM EAVES. p WITH ROOF LOAD � W iABRACING @ 2 STORY FRAME WALL o 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW 1 1 O.C. w/ EXT. SHEATHING ROOF LINE FROM TOP OF WALL TO 2x BASE PLATE W/ 12d BOTTOM OF TRUSS/ @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING LSTA18 STRAPS ARE PLAN FOR MORE INFO REQ'D FROM STUDS TO _ SEE PLAN FOR SEE LD02/SD4 FOR TRUSS DIRECTION i & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. IF SHEATHING IS NOT CONNECT TO DOUBLE w Q CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN 0 U U) m NAILS@ 6" O.C. U O U PLATE, SP8 TOP AND O.S.B. TO OVERLAP J ::) (Y BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" Z LLI W U (MIN.) O.C. MAX. 45° FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER FLOOR WALL W/ HORIZONTAL (+/- 10°) m 2x BEARING WALL BRACE NOT REQUIRED 1/4" X 3-1/2" SIMPSON Q W r- N SDS SCREW @ 16" O.C. 6' FROM EAVES. p WITH ROOF LOAD � W iABRACING @ 2 STORY FRAME WALL o 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE MRF TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" ii a o '• ✓ 'vv � • � �i cv w �g� � LL. Z Z Z46) lk` = t E W.N. W o' (2) 2x SPF TOP -4r • r.l .. 2x #2 SPF STUDS @ 16" 1 1 O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO BOTTOM OF TRUSS/ Z 1iiN� GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS SEE LD02/SD4 FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP MORE INFO IF U TRUSSES ARE N PARALLEL TO WALL ROOF SHEATHING 1 ATTACHED PER SEE FLOOR PLAN NAILING SCHEDULE I I I— 1 „ MORE INFO MAX 5 FROM KING STUD 1 W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FOR MORE INFO 0 1 1 SEE TRUSS LAYOUT 1 FOR TRUSS LOCATION & CONNECTION INFO MRF TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" ii a o '• ✓ 'vv � • � �i cv w �g� � LL. Z Z Z46) lk` = t E W.N. W o' (2) 2x SPF TOP -4r • r.l .. LL:, *may .r • `,, �. to <C� •C® .� ¢ � " `11 LL ¢ ��iirNfl►►ee<�� U) O 4, W ,I, OU U �lli � � dr30 0 p Q M Zo Ce W U O o W W z 2 U U Q LL �titi O 0� Zz 1000IIN� am 0 4 LLI F- 0 U Z J F 0 W06 LL � Ur < � j O W z g O O � Z C17�• v W O ' I— SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 PLATES U.N.O. W Z 1iiN� pC (2) 2x HEADER 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS C o AT OPENING LARGER THAN 4'-2" ATTACH TOP U I -- N 1 FOR SEE FLOOR PLAN PLATE TO HEADER WITH LSTA12 BENT OVER I I I— 1 „ MORE INFO MAX 5 FROM KING STUD 1 W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FOR MORE INFO 0 1 1 1 NAILS INTO HEADER OU 1 1 1 O SEE CHART FOR REQUIRED JACKS / 1 IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. Q = 1 �� 1 1 FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Z I BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM W 2x STUDS SEE PLAN i IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY a STUDS ABOVE ARE OE UNDER 2ND STORY COLUMNS, PROVIDE _z 1 I TO ALIGN W/ STUDS 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 1 1 1 BELOW 1 1 1 1 I 1 1"=1'-0" Q O 1 1 I 1 B 1 1 I 1 1 1 z � 1 = 1 1 1 Z 1 1 1 1 2x SPF BASE 1 Z PLATE z O � 1 I I PRE-ENGINEERED 1 E D FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP OOH 1 PLATES U.N.O. 1 1 o 1 1 1 I 1 I I (2) 2x HEADER QZN 1 I SEE FLOOR PLAN 1 I 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO J O �- ALIGN W/ STUDS BELOW I I 4@B) 1 cn o 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO I 1 W 1 1 1 A 1 LL:, *may .r • `,, �. to <C� •C® .� ¢ � " `11 LL ¢ ��iirNfl►►ee<�� U) O 4, W ,I, OU U �lli � � dr30 0 p Q M Zo Ce W U O o W W z 2 U U Q LL �titi O 0� Zz 1000IIN� am 0 4 LLI F- 0 U Z J F 0 W06 LL � Ur < � j O W z g O O � Z C17�• v W O ' I— W DATE: 07/23/15 ISK)p W NOT USED COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD6 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 W Z 1iiN� pC O 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS C o AT OPENING LARGER THAN 4'-2" ATTACH TOP U I -- N FOR PLATE TO HEADER WITH LSTA12 BENT OVER Q I— „ MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 0 W NAILS INTO HEADER OU W O SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. Q = �� KINGS # OF STUDS TO MATCH D O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER Z BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM W IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY a F— OE UNDER 2ND STORY COLUMNS, PROVIDE _z Z SOLID BLCOKING WITHIN FLOOR SYSTEM (D 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 1"=1'-0" Q O W z � = W Z Z z O � U) W OOH o p~ QZN W .� J O �- cn o � Q a=O W U STRUCTURAL ENG: BED Z) DRAFTING: H U) -STRUCT: BM Q QC CHECK: CC f— Z JOB No. TM - 2150877 p 0 SCALE: AS INDICATED - W DATE: 07/23/15 ISK)p W NOT USED COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD6 LID (0 — 2x4 SPF #2 STUDS @ 16" O.C. W CONTRACTOR TO PROVIDE LO N O Q ADEQUATE WATERPROOFING. FLOOR TSRUSSSBLOC TNG NO CONCRTE SLAB PERMITTED BELOW. EXT. SHEATHING 00 O FROM TOP OF WALL TO TOP OF BALCONY DECK SEE PLAN Q 0 ~ SHEATHING TO RUN TO 2x4 SPF #2 STUDS @ 16" O.C. z _I Z KNEEWALL W/ DOUBLE TOP BOTTOM OF BALCONY TRUSS FLOOR TRUSS PER PLAN WITH Z SEE ARCH DWGS FOR W L W PLATE. EXT. SHEATHING ON � � W � ROOF SHEATHING ATTACHED BOTH SIDES ATTACHED PER PLYWOOD SHEATHING a TOPPING INFO CD PER NAILING SCHEDULE NAILING SCHEDULE wa W Q 0 WATERPROOFING BY d POST PER PLAN TO SIT ON = U w BEAM. SEE PLAN FOR CONTRACTOR U) 3/4" PLYWOOD FLOOR o Z W cn CONNECTIONS � N W > DECKING ATTACHED PER Uj NAILING SCHEDULE BALCONY FLOOR SHEATHING; TOPPING PER PLAN SLOPE O !L- ~ W ATTACH PER NAILING SCHED. F-Q W VARIES PLYWOOD DECKING p of ATTACHED PER NAILING SEE PLAN FOR BEAM SIZES & LU � 10 Qn W SCHEDULE CONNECTIONS W = 0 VARIES SEE PLAN 2x4 SYP #2 T&B CONT. TO (n D BEAM W/ EXT. SHEATHING W/ 0 W 2x4 SYP #2 BASE PLATE W/ (2) 12d NAIL @ 12" O.C. 1/4"x4-1/2" SDS SCREWS @ 12" 2x4 #2 SYP CONT. BLOCKING Z W Of W STRAP COL. TO COL.W/ O.C. TO TRUSS/BLOCKING W/ (3) 12d TOE NAILS EA. END SE-- p W M 2x4 SYP #2 BLOCKING @12" SIMPSON MSTC28 CENTERED LOW ROOF TRUSS ON BEAM - O.C. W/ 3 12s TOE NAILS EA.SLOPED BALCONY FLOOR m � 2x4 SYP #2 CONT. LEDGER W/ (2) SIDE TRUSS TO BEAR ON MASONRY Q W N 16d NAILS @ EA. STUD, MAX. 16" WALL W/ META16 �— BEAM TO SIT ON FIRST FLOOR O.C. SLOPED BALCONY TRUSSES a COLUMN 01 BALCONY FLOOR TRUSS W/ � LUS26 OR LUS46 TO BEAM W POST BELOW TO LINE UP WITH O `��1111111///� a POST ABOVE. SEE PLAN FOR (0 .,-N I.$ y. /�/ It N SEE WS13/SD5 FOR z �� ADDITIONAL INFO CONNECTIONS `�••••••••�.�%%�%/�� Z Z NOT USED (BF02 SECTION AT BALCONY (BF03 SECTION AT BALCONY rBFO4 SECTION AT BALCONY zoo _j O N� �� = Q A p SCALE: 3/4" =1'-0" SCALE: 3/4" =1'4" SCALE: 3/4" =1'-0" Cj Q O .Z ::=> ¢ E s+C+,�' `CJI O •• J • ••• ,e U_ PARTY PARTY _u4, w PARTY - , 40_ WALL 4-_0�- 4'-0" 4 -0 O WALL 4 0 0 WALL W a� 4 0 e.W 4\lo ; FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED FIRE RESISTANT TREATED 2•, 13- ROOF ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING 2 ty co (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS n SEE PLAN O �` 2 SG STEEL C CHANNEL SEALANT NO PENETRATIONS) (NO PENETRATIONS)USG STEEL "C"-CHANNEL SEALANT40 4 �� U Jfyl� N 2" USG STEEL "C" CHANNEL SEALANT " U TRUSSES (BY OTHE S) " " � U d�3 UNDER ROOF SHEATHING UNDER ROOF SHEATHING UNDER ROOF SHEATHING FIRE RESISTANT TREATED ROOF SHEATHING Q � I Z (NO PENETRATIONS)U c O cl- STUDDED COMMON TRUSSESTO BE STUDDED COMMON TRUSSESTO BE (2) 1" SHAFT WALL LINER PER UL 0373 Wo p DTC 24" O.C. W/ 1/4" GAP AND 12" DESIGNED W/ 100 If LATERAL LOAD NUT w/ 3"x3"x1/4" WASHER - ) NUT w/ 3"x3 x1/4" WASHER - u4 DESIGNED W/ 100 If LATERAL LOAD @ p (SEE SHEET SD8 ATTACH TIGHT TO l AND HAVE BOTTOM CHORD 1/4" : FROM ND OF TRUSS EA. SIDE OF AAND HAVE BOVE TOP BOTTOM CHORD 1/4" SLOTALTETED WASHER WITH NATE: SIMPSON IS\FENDER SHEATHING, EXTEND INTO OVERHANG SLOTALTETED WASHER W THNATE: SIMPSON PS\ENDER PARTY ABOVE TOP PLATE \\ W WASHER I WASHER WALL TRUSSES (BY OTHERS) 1" SHAFT WALL LINER PER UL U373 TRUSS TO WALL CONNECTION PER I O0 04' (2) 1 SHAFT WALL LINER PER UL U373 (2 ) DOUBLE TOP PLATE EACH SIDE OF CONNECTION CHART U.N.O. DOUBLE TOP PLATE EACH SIDE OF z DOUBLE TOP PLATE EACH SIDE OF (SEE SHEET SD8) ATTACH TIGHT TO (SEE SHEET SD8) ATTACH TIGHT TO SHEATHING, EXTEND INTO OVERHANG PARTY WALL SHEATHING, EXTEND INTO OVERHANG PARTY WALL PARTY WALL 2" USG STEEL 0 "C"-CHANNEL SEALANT ROOF BRG HGT ROOF BRG HGT;jk ROOF BRG HGT UNDER ROOF SHEATHING i REFER TO PLANS REFER TO PLANS REFER TO PLANS DTC 24" O.C. W/ 1/4" GAP AND 12" FIRE BLOCKING EACH SIDE OF PARTY �` FIRE BLOCKING EACH SIDE OF PARTY @ 1/2" DRYWALL EACH SIDE OF PARTY 1/2" DRYWALL EACH SIDE OF PARTY SEE PLAN LLj WALL 1/2" DRYWALL EACH SIDE OF PARTY FROM END OF TRUSS WALL WALL L WALL FIRE BLOCKING EACH SIDE OF PARTY WALL TRUSS TO WALL CONNECTION PER 3/8 THREADED ROD (U.N.O.) 1/2" GYPSUM WALLBOARD EACH SIDE WALL ( ) @ 32" FIRE BLOCKING EACH SIDE U OF PARTY WALL ATTACH W/ 8d 2x #2 SPF STUDS @ 16" O.C. PER PLAN CONNECTION CHART U.N.O. O.C. & 6" FROM EA. END AND W/IN 6" Z 1/2 GYPSUM WALLBOARD EACH SIDE 1/2 GYPSUM WALLBOARD EACH SIDE OF PARTY WALL (_� U COOLER NAILS @ 6" O.C. ON EDGE EACH SIDE OF PARTY WALL 3/8 THREADED ROD (U.N.O.) @ 32 FROM GIRRDERS CENTER ROD OF PARTY WALL ATTACH W/ 8d AND IN FIELD O.C. & 6" FROM EA. END AND W/IN 6" OF PARTY WALL ATTACH W/ 8d WITHIN DOUBLE TOP PLATE EACH � � U). � � •- g 3 1/2" SOUND BATT INSULEACH SIDE COOLER NAILS @ 6" O.C. ON EDGE COOLER NAILS @ 6" O.C. ON EDGE 3/4" AIR SPACE EACH SIDE 0 DOUBLE TOP PLATE 0 W w n FROM GIRRDERS, CENTER ROD SIDE OF PARTY WALL 0 uj a 3/4 AIR GAP EA. SIDE OF PARTY WALL AND IN FIELD WITHIN DOUBLE TOP PLATE AND IN FIELD PARTY WALL EACH SIDE OF Q O M •- OF PARTY WALL 2x SPF #2 STUDS @ 16" O.C. PER PLAN U) 06 F z H 0, 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 W Q d. FIRE RATED WALL SYSTEM PER UL (2) 1 SHAFT WALL LINER FIRE WALL O ( U I' OF PARTY WALL MID-POINT BLOCKING BETWEEN U373, SEE DETAIL PAGE SD8 MID-POINT BLOCKING BETWEEN MID-POINT BLOCKING BETWEEN U373 (SEE SD8) ATTACH TIGHT TOz Q Z O F o STUDS EACH SIDE OF PARTY WALL STUDS EACH SIDE OF PARTY WALL 2x #2 SPF STUDS @ 16" O.C. PER PLAN STUDS EACH SIDE OF PARTY WALL 3 1/2" SOUND BATT INSUL. EACH SIDE SHEATHING O J UV)) z r EACH SIDE OF PARTY WALL OF PARTY WALLU Q 4C �f g FIRE RATED WALL SYSTEM PER UL FIRE RATED WALL SYSTEM PER UL U373, SEE DETAIL PAGE SD8 U373, SEE DETAIL PAGE SD8 0 Q < E 0"Wo PARALLEL ROOF TRUSS NQ� WO PARALLEL & PERP. ROOF TRUSS WO PERPENDICULAR ROOF TRUSS WO CONVENTIONAL OVERHANG ~ Q ��a "� = SCALE: 3/4" _ ,'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" W Z LAm PARTY WALL SCALE. 3/4 , o @ PARTY WALL @ PARTY WALL @ PARTY WALL O O 0 1= LIJ Z oILLI 0 = LL 4'-01' 4'_0" Q� Z FIRE RESISTANT TREATED FIRE RESISTANT TREATED p ROOF SHEATHING ROOF SHEATHING W (NO PENETRATIONS) (NO PENETRATIONS) a H (2) 1" SHAFT WALL LINER PER UL U373 (2) 1" SHAFT WALL LINER PER UL U373 PARTY 0 Z (SEE SHEET SD8) (SEE SHEET SD8) WALL O 1/2" GYPSUM WALLBOARD EACH SIDE — FIRE RATED WALL SYSTEM PER UL 1/2" GYPSUM WALLBOARD EACH SIDE —FIRE RATED WALL SYSTEM PER UL Q OF PARTY WALL U373, SEE DETAIL PAGE SD8 OF PARTY WALL U373, SEE DETAIL PAGE SD8 O W 31/2" SOUND BATT INSUL. EACH SIDE (2) 2" C-CHANNEL SCREWED BACK TO 3 1/2" SOUND BATT INSUL. EACH SIDE - (2) 2" C-CHANNEL SCREWED BACK TO OF PARTY WALL BACK AT PANEL JOINTS LOCATION OF PARTY WALL BACK AT PANEL JOINTS LOCATION z _ VARIES 2X BOTTOM PLATE W/ (2) 12d NAILS @ VARIES FIRE RATED WALL SYSTEM w • Z 2X BOTTOM PLATEW/ (2) 12d NAILS @ 2x STUDS @ 16" O.C. PER PLAN EACH 12" O.C. 2x STUDS @ 16" O.C. PER PLAN EACH U373, SEE DETAIL SD8 12" O.C. EACH SIDE OF PARTY WALL SIDE OF PARTY WALL SIDE OF PARTY WALL Z 3/4" AIR GAP EACH SIDE OF PARTY 2x4 SYP #2 ON 3/4" AIR GAP EACH SIDE OF PARTY Z 0 �— WALL W/ (3) 16d END NAILS OR TOE NAILS WALL W 2x4 SYP #2 CONT.BLOCKING/ RIBBON 3/4" FLOOR DECKING EACH SIDE OF CONNECT TOP PLATE TO Y W/ (3) 16d END NAILS OR TOE NAILS PARTY WALL, FASTEN PER PLAN 3"LOOR DECKING FASTEN PER BOTTOM PLATE w/ 1/2" OR �- 0 P/L4AN 3/8" ALL THREAD ROD, THRU O 0 M PLATE w/ NUT AND WASHER 00 IM PRE-ENG. PRE-ENG. PRE-ENG. 48'" O.C. 0 z FLOOR SYSTEM FLOOR SYSTEM FLOOR SYSTEM 2x BOTTOM PLATE N z U J � � 1st FLOOR BRGHGT 1 st FLOOR BRG HGT C7 1st FLOOR BRG HGT W REFER TO PLANS Y REFER TO PLANS w � >- O ~ FIRE BLOCKING EA. SIDE OF PARTY 1/2�� REFER TO PLANS DRYWALL 0 F WALL FIRE BLOCKING 1/2 DRYWALL CEILING TRUSS CONNECTION cn 1/2" DRYWALL EACH SIDE OF PARTY EACH SIDE OF PARTY PER PLAN DOUBLE TOP PLATE EACH SIDE OFWALL DOUBLE TOP PLATE EACH SIDE OF WALL PARTY WALL W/ (3) 12d TOE NAILS TO 8" CMU WALL PARTY WALL W/ (3) 12d TOE NAILS TO 2x SPF #2 STUDS @ 16O.C. PER PLAN 2x SPF #2 STUDS @ 16 O.C. PER PLANFIRE RATED WALL U EA. FLOOR TRUSS STRUCTURAL ENG: BED EA. FLOOR TRUSS EACH SIDE OF PARTY' WALL EACH SIDE OF PARTY WALL DRAFTING: SYSTEM 0905, SEE (1) #5 FROM FTG. TO TIE BEAM � 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U.N.O.) @ 32" 3 1/2" SOUND BATT INSUL. EACH SIDE 3/8" THREADED ROD (U.N.O.) @ 32" SHEET SD8 SPLICE TO BE MIN. 30" GROUTSTRUCT: BM OF PARTY WALL O.C. & 6" FROM END, CENTER ROD OF PARTY WALL O.C. & 6" FROM END, CENTER ROD CELL SOLID WITHINDOUBLEDOUBLE TOP WWHEN ROOF T QC CHECK CC MID-POINT BLOCKING BETWEEN PLATE (ONLY MID-POINT BLOCKING BETWEEN WITHIN DOUBLE TOP PLATE (ONLY _ _ WITHI TRUSSES AREREQ'D WHEN ROOF TRUSSES ARE ~ - STUDS EACH SIDE OF PARTY WALL STUDS EACH SIDE OF PARTY WALL z JOB No TM - 2150877 PERPENDICULAR TO (PARTY WALL) PERPENDICULAR TO PARTY WALL) W - - a SCALE: AS INDICATED ._...- W01 PERPENDICULAR FLOOR TRUSS "WOOPENING FOR STAIR W - TE: WO3 PARALLEL ROOF TRUSS CMU NOT USED DATE: 07/23/15 PARTY WALL SCALE: 1/2 =1'-0" @ PARTY WALL SCALE: 1/2" =1'-0" PARTY WALL @ SCALE: 1/2" =1'-0° H SD7 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W4` Alit Design No. U373 May 07, 2013 Wall Rating - 2 Hr (See Items 4,4A and 48) Finish. Rating -120 Min (See Item 4). sus IN4, AIR fiP 1 — AR SPAM itstltIWA. a A F� �� ser It R MN.�WrttM rth_�141 AkFA �l?1 atm It seta wttiY 1tMutM '#;�_a�tlrt?,r I,yti I... �l alb `$r s° AIR t• V uNl it31Frld i Ir tl�'S it I�I�II��,w�aP t�� "aa fl IIIIItIIIs 1lgl AREA SEPARATION ION WALL — (Nonbeur€ng, Max: Height - 44 3i) L Floor, lntermodtate or Tap Wall— 2-3/16 in" wide channel shaped with l in. long legs farmed from No. 25 M'SG gaiv steel, secured with suitable fasteners spaced 24 in, GC, 2. Steel Studs --- Stcol mombom €brined from No, 25 .MSG galy steel having "N" - shaped flanges spaced 24 fit, OC; overall depth 2-118 in, and flange width 1-1/2 in. 3. Gypsum Hoard* --- Two layers of I in. thick gypsum wallboard liner panels, supplied in nom 24 in, widths Vertical edges of panels friction fitted into "i shaped - shaped struts, GRORGlA-PACIFIC G"l PSIUM L L C Types TRSL, DOUSL PROTECTE'D'VWALLr — (Booing or Nunbcaring "W"all, as indicated in Items 4, 4A and 48) 4. Woad Studs --- For 2 fir, Bearing or 1Noultoming Wall floating - Nom 2. by 4 im, max spacing 24 im OC. Studs cross -braced at midliaight whom necessary for clip attachment" linin. 3/4 in, separation between wood framing and area separation. wall. Finish rating evaluated for wood studs only. 4A. Steel Studs -- (As an allemte to Item 4, not shown) — For 2 Fir. Bearing Wall Rating - Corrosion protected steel studs, titin No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 im wide, min No. 20 GSG (0.036 in. thick) gals stool or No. 20 MSG (0,0133 in. thick) prima steel, cold forted, shall be designed in accordance with the current edition of the Specification for the Design of Cold-Finnied:Steel Structural Members by the American Iron and Steel hunituts, All design details enhancing the structural integrity ofthe wall assembly, Including the axial design load of the studs, shall be as specified by the steel stud designer andlor producer, and shall meet the requirements of ull applicable local code agencies. The max, stud spacing ofwall assemblies shall, not exceed 24 in, OC. Studs attached to floor and ceiling tracks with 1/2 In, tong Type S4 2 steal screws on both sides of studs or by welded or bolted connections designed in accordance with the A,ISI specifications. Top and bottom tracks shall. consist of steel members, min Na: 20 MSCI (0:0329 in., min bare metal thickness) stool or min No. 20 GSG (0.036 in. thick) gale steel or No, 20 MSO (0.033 in, thick) printed stent, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, ani other wallas. Attached to floor and ceiling assemblies with steel fasteners spatvd not greater' than 24 in. OC, Studs cross -braced with stud framing at midholght where necessary for clip attachment Min 3/4 in. separation between stool forming and area separation wall. Finish rating has not been evaluated for Steal Studs, 48. Steel Studs — (As teat alternate to Items 4 and 4A for use in Configuration 8 only, not shown) — For 2 lir. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrmion-protected steel„ min 34/2 In, wide, min I - I/4 in. flanges and 1/4 im return, spaced a mast of 24 In, OC", 'Studs to be cut 3A to 3/4 in. less titan assembly height" Top and bottom tracks shall be channel shaped, fabricated from min 2S MSG eutrosi on pmtonted steel, min width to accommodate stud sure, with min I in. long legs, attached, to floor acid ceiling with fasteners 24 in, CIC max" Studs cross -braced with stud livening at midlteight where necessary for clip attachment, Min 314 in. separation between steel framing and area separation wall, Finish rating has not been evalueW for Steel Studs, 5. Gypsum Board — Classified or Unclassified - Min 1/2 in thick, 4 ft wide, applied either botizontally or vertically. Wallboiod attached to wood studs (Item 4) with 1.1/4 in. long steel drywall nails spaced 12 im OC, Wallboard attached to steel studs (Item 4A or 411) with I in, long Type S steel screws spaced 12 in, OC, Vertical joints located over studs. (Optional) Joints, covered with paper tape end joint compound. Nall or screw heads covered with joint compound. 5A. Plywood Sheathing or 088 — (Not shown) --- As an altemate to Item 5, Nominal I12 is thick or greeter pbI wooil or OSB applied horizontally or vertically sett wood rtr sn al studs. Vertical joints located over studs. Horizontal Joints shai butted tight to form a closed joint pmt need to studs with nails or screws of sufToient length, spaced 12 in. CIC•.". Joints and fastener beads are not required to be treated. Aluminum clips shall be spaced as described In item 6. 6. Attachment Clips — Aluminum angle, 0.062 In, thick, Titin 2 In. wide with min 2 in. and 2-1/2 In. logs. Chps secured with minimum one Typo S screw 3/9 ln. long to "N" studs sad with minimum one Type W screw 1.1/4 In. Tang to wood foaming or met framing, through holes provident in clip. C.I.lips spaced a max of 10 ft OC vertically between wood or steel framing and ""U" studs for separation wells up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 A, and the remaining wall ares'below requires clips spaced a max 5 ft OC"" vertically between wood or steal, fronting and *N" studs. 7, Batts and Hlookc as -- (Optional, not ,"shown) -- Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pof density, bearing the It 1. Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, Sage Halts and Blankets (8KNV or BZIZ) Categories for names of Classified companies. *Bourhtgthe Lr1, Classification Mark z DESIGN NO. U905 BEARING WALL RATING — 2 HR. NONBEARING WALL RATING 2 HR. tnkq 3 �,.��• ".'v., ..,T Wit`. 2" STEEL C -SECTION 2x SPF #2 STUDS @ 2x SPF #2 STUDS @ 1; I` WALL dA, lil p 1 to M 16" O.C. U.N.O., w/ STUD 24" O.C. MAX. i l BATT INSULATION (2) 1" GYPSUM (2) 1" GYPSUM LINER BATT INSULATION PANELS, SEE U373 LINER PANELS, ,s,� INSULATION 2" STEEL INTERIOR JOINT FRAME TO BLCOK SCALE: 1/2"=1'-0" ' SHEET SD8 2" STEEL H -SECTION 3/4" AIR GAP 1/2' DRYWALL (2) GYPSUM ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED Q STUD 24" O.C. MAX. BOTH SIDES OF 6P OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). x V" (2) 1" GYPSUM LINER PARTY WALL INTERIOR WALL SHEET SD8 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WITH gg yyI'll PANELS, SEE U373, LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY ,"... KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL 3/4" AIR SPACE SHEET SD8 2x8 SPF #2 ADD 2 HR TO CLASSIFICATION. 2" STEEL C -SECTION R NNER STUDS @ 16" INSULATION 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1)• * BEARING THE UL CLASSIFICATION MARK W1 2 HR. FIRE ill O.C. U.N.O., w/ A F� �� ser It R MN.�WrttM rth_�141 AkFA �l?1 atm It seta wttiY 1tMutM '#;�_a�tlrt?,r I,yti I... �l alb `$r s° AIR t• V uNl it31Frld i Ir tl�'S it I�I�II��,w�aP t�� "aa fl IIIIItIIIs 1lgl AREA SEPARATION ION WALL — (Nonbeur€ng, Max: Height - 44 3i) L Floor, lntermodtate or Tap Wall— 2-3/16 in" wide channel shaped with l in. long legs farmed from No. 25 M'SG gaiv steel, secured with suitable fasteners spaced 24 in, GC, 2. Steel Studs --- Stcol mombom €brined from No, 25 .MSG galy steel having "N" - shaped flanges spaced 24 fit, OC; overall depth 2-118 in, and flange width 1-1/2 in. 3. Gypsum Hoard* --- Two layers of I in. thick gypsum wallboard liner panels, supplied in nom 24 in, widths Vertical edges of panels friction fitted into "i shaped - shaped struts, GRORGlA-PACIFIC G"l PSIUM L L C Types TRSL, DOUSL PROTECTE'D'VWALLr — (Booing or Nunbcaring "W"all, as indicated in Items 4, 4A and 48) 4. Woad Studs --- For 2 fir, Bearing or 1Noultoming Wall floating - Nom 2. by 4 im, max spacing 24 im OC. Studs cross -braced at midliaight whom necessary for clip attachment" linin. 3/4 in, separation between wood framing and area separation. wall. Finish rating evaluated for wood studs only. 4A. Steel Studs -- (As an allemte to Item 4, not shown) — For 2 Fir. Bearing Wall Rating - Corrosion protected steel studs, titin No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 im wide, min No. 20 GSG (0.036 in. thick) gals stool or No. 20 MSG (0,0133 in. thick) prima steel, cold forted, shall be designed in accordance with the current edition of the Specification for the Design of Cold-Finnied:Steel Structural Members by the American Iron and Steel hunituts, All design details enhancing the structural integrity ofthe wall assembly, Including the axial design load of the studs, shall be as specified by the steel stud designer andlor producer, and shall meet the requirements of ull applicable local code agencies. The max, stud spacing ofwall assemblies shall, not exceed 24 in, OC. Studs attached to floor and ceiling tracks with 1/2 In, tong Type S4 2 steal screws on both sides of studs or by welded or bolted connections designed in accordance with the A,ISI specifications. Top and bottom tracks shall. consist of steel members, min Na: 20 MSCI (0:0329 in., min bare metal thickness) stool or min No. 20 GSG (0.036 in. thick) gale steel or No, 20 MSO (0.033 in, thick) printed stent, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, ani other wallas. Attached to floor and ceiling assemblies with steel fasteners spatvd not greater' than 24 in. OC, Studs cross -braced with stud framing at midholght where necessary for clip attachment Min 3/4 in. separation between stool forming and area separation wall. Finish rating has not been evaluated for Steal Studs, 48. Steel Studs — (As teat alternate to Items 4 and 4A for use in Configuration 8 only, not shown) — For 2 lir. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrmion-protected steel„ min 34/2 In, wide, min I - I/4 in. flanges and 1/4 im return, spaced a mast of 24 In, OC", 'Studs to be cut 3A to 3/4 in. less titan assembly height" Top and bottom tracks shall be channel shaped, fabricated from min 2S MSG eutrosi on pmtonted steel, min width to accommodate stud sure, with min I in. long legs, attached, to floor acid ceiling with fasteners 24 in, CIC max" Studs cross -braced with stud livening at midlteight where necessary for clip attachment, Min 314 in. separation between steel framing and area separation wall, Finish rating has not been evalueW for Steel Studs, 5. Gypsum Board — Classified or Unclassified - Min 1/2 in thick, 4 ft wide, applied either botizontally or vertically. Wallboiod attached to wood studs (Item 4) with 1.1/4 in. long steel drywall nails spaced 12 im OC, Wallboard attached to steel studs (Item 4A or 411) with I in, long Type S steel screws spaced 12 in, OC, Vertical joints located over studs. (Optional) Joints, covered with paper tape end joint compound. Nall or screw heads covered with joint compound. 5A. Plywood Sheathing or 088 — (Not shown) --- As an altemate to Item 5, Nominal I12 is thick or greeter pbI wooil or OSB applied horizontally or vertically sett wood rtr sn al studs. Vertical joints located over studs. Horizontal Joints shai butted tight to form a closed joint pmt need to studs with nails or screws of sufToient length, spaced 12 in. CIC•.". Joints and fastener beads are not required to be treated. Aluminum clips shall be spaced as described In item 6. 6. Attachment Clips — Aluminum angle, 0.062 In, thick, Titin 2 In. wide with min 2 in. and 2-1/2 In. logs. Chps secured with minimum one Typo S screw 3/9 ln. long to "N" studs sad with minimum one Type W screw 1.1/4 In. Tang to wood foaming or met framing, through holes provident in clip. C.I.lips spaced a max of 10 ft OC vertically between wood or steel framing and ""U" studs for separation wells up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 A, and the remaining wall ares'below requires clips spaced a max 5 ft OC"" vertically between wood or steal, fronting and *N" studs. 7, Batts and Hlookc as -- (Optional, not ,"shown) -- Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pof density, bearing the It 1. Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, Sage Halts and Blankets (8KNV or BZIZ) Categories for names of Classified companies. *Bourhtgthe Lr1, Classification Mark z DESIGN NO. U905 BEARING WALL RATING — 2 HR. NONBEARING WALL RATING 2 HR. tnkq 3 �,.��• ".'v., ..,T Wit`. W11 2 HR. FIRE WALL 2ND FLOOR TYPICAL PARTY WALL SCALE: 1/2"=1'-0" (t PARTY I �- WALL 2" STEEL H -SECTION STUD 2" STEEL C -SECTION 2x SPF #2 STUDS @ 2x SPF #2 STUDS @ 24" O.C. MAX. I` WALL 1. CONCRETE BLOCKS* — VARIOUS DESIGNS. CLASSIFICATION D-2 ( 16" O.C. U.N.O., w/ 16" O.C. U.N.O., w/ STUD 24" O.C. MAX. 2x SPF #2 BATT INSULATION (2) 1" GYPSUM (2) 1" GYPSUM LINER BATT INSULATION PANELS, SEE U373 LINER PANELS, SHEET SDI INSULATION 2" STEEL INTERIOR JOINT FRAME TO BLCOK SCALE: 1/2"=1'-0" ' SHEET SD8 2" STEEL H -SECTION 3/4" AIR GAP 1/2' DRYWALL (2) GYPSUM ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED Q STUD 24" O.C. MAX. BOTH SIDES OF OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). (2) 1" GYPSUM LINER PARTY WALL INTERIOR WALL SHEET SD8 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WITH FRAMING PANELS, SEE U373, LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY v 2" H -STUD KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL 3/4" AIR SPACE SHEET SD8 2x8 SPF #2 ADD 2 HR TO CLASSIFICATION. 2" STEEL C -SECTION R NNER STUDS @ 16" INSULATION 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1)• * BEARING THE UL CLASSIFICATION MARK W1 2 HR. FIRE WALL 2ND FLOOR O.C. U.N.O., w/ BATT 0.063" USG ALUMINUM__ INSULATION 4'-0", MIN. - FIRE RETARDANT SHEATHING 48" AS SHOWN Q C) O ADJACENT TO 2nd FLOOR INTERIOR z PARTY WALL, TYP. @ 2nd FLOOR PARTY WALLS EXTERIOR 1/2" DRYWALL F- 2x4 SPF #2 STUDS@ 16" O.C. SHEET ROCK AND 1 1/4" "W" "S" W U.N.O., w/ BATT W INSULATION 4'4", MIN. TYPE OR SCREWS TO EXTEND THE (2) LAYERS OF 1" THICK USG GYP. PLATE PLACE AT EACH END FIRE RETARDANT SHEATHING W W11 2 HR. FIRE WALL 2ND FLOOR TYPICAL PARTY WALL SCALE: 1/2"=1'-0" (t PARTY I �- WALL 2" STEEL H -SECTION STUD 2" STEEL C -SECTION WALL FINISH_1/ 2x SPF #2 STUDS @ 24" O.C. MAX. I` WALL 1. CONCRETE BLOCKS* — VARIOUS DESIGNS. CLASSIFICATION D-2 ( 16" O.C. U.N.O., w/ 2" C -TRACK STUD 24" O.C. MAX. 2x SPF #2 BATT INSULATION (2) 1" GYPSUM (2) 1" GYPSUM LINER O.C. U.N.O., w/ PANELS, SEE U373 LINER PANELS, SHEET SDI INSULATION 2" STEEL SEE U373, JOINT FRAME TO BLCOK SCALE: 1/2"=1'-0" C -SECTION SHEET SD8 RUNNER FURRING FOR CONT DRYWALL - 8" CMU BLOCK WALL FINISH PER SPECS W0)1 2 HR. FIRE WALL JOINT FRAME TO BLOCK SCALE: 1/2" =1'-0" PARTY WALL 8" CMU BLOCK / 2" STEEL C -SECTION WALL FINISH_1/ RUNNER PER SPECS I` WALL 1. CONCRETE BLOCKS* — VARIOUS DESIGNS. CLASSIFICATION D-2 ( 2" STEEL H -SECTION 2" C -TRACK STUD 24" O.C. MAX. 2x SPF #2 STUDS @ 16" (2) 1" GYPSUM LINER O.C. U.N.O., w/ PANELS, SEE U373 BATT SHEET SDI INSULATION N 'WO 2 HR. FIREWALL JOINT FRAME TO BLCOK SCALE: 1/2"=1'-0" 4'-0", MIN. 4'-0", MIN. 2 4 1 FIRE RETARDANT (� PARTY HORIZONTAL SECTION SHEATHING 48" AS SHOWN I` WALL 1. CONCRETE BLOCKS* — VARIOUS DESIGNS. CLASSIFICATION D-2 ( ADJ. TO 2nd FLOOR PARTY 2" C -TRACK 2. MORTAR — BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 WALL, TYP. @ 2nd FLOOR IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/ PARTY WALLS EXTERIOR PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONEDPERCENT P AND NOT MORE AJO WALL FRAMING DRAOTEDIO IME (BYVCOEMENLUMET VOLUME). VEERTICALNOS N STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER — ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS 1/2' DRYWALL (2) GYPSUM ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED Q LINEE R PANELS, ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICAT OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). SEE U373 ON INTERIOR WALL SHEET SD8 4. LOOSE MASONRY FILL — IF ALL CORE SPACES ARE FILLED WITH FRAMING LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY v 2" H -STUD KILN PROCESS), WATER REPELLENT VERMICULITE MASONRY FILL 3/4" AIR SPACE 2x SPF #2 STUDS @ INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 16" O.C. U.N.O., w/ 5. FOAMED PLASTIC* — (OPTIONAL NOT SHOWN) — 1-1/2 IN. THICKBATT INSULATION 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1)• * BEARING THE UL CLASSIFICATION MARK W1 2 HR. FIRE WALL 2ND FLOOR TYPICAL PARTY WALL SCALE: 1/2"=1'-0" COPYRIGHT MCD 201 : The information contained in this document is copyrighted and is the exclusi% Z ~0 Z O W J W r 0 -1 >- O F— LU 0 0 on H F— J W STRUCTURAL ENG. BED Z) DRAFTING: V)-STRUCT: BM Q QC CHECK: CC W JOB No. TM- 2150877 - — - - - SCALE: AS INDICATED Cr DATE: 07/23/15 ISION SD8Z e property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2" USG C -RUNNERS LO 0 W/ 3/8" TYPE "S" PAN 3/4" AIR SPACE N HEAD SCREWSQ FIRE RATED ROOF SHEATHING PER PLAN Q N O 0 0 0.063" USG ALUMINUM__ - ANGLE CLIPS W/ 3/8" TYPE TRUSS OVERHANG EA. SIDE "S" PAN HEAD SCREWS TO Q C) O � F- SHEET ROCK AND 1 1/4" "W" "S" W W TYPE OR SCREWS TO EXTEND THE (2) LAYERS OF 1" THICK USG GYP. PLATE PLACE AT EACH END W AND AND 8" O/C EACH FACE WALLBD. LINER PANELS OF 2 -HR. WALL INTO SOFFIT LU F 5 AREA W 0 Z = 04 0_ W W 2" USG C -RUNNER W/CUT Z F— �—W, F— Q oZS FLANGES SHOWN WITH (3) 1 0 W 1/4 TYPE "W"OR S SCREWS ❑ F- IX AT A -A AT FRAME AND (3) 3/16" DIA. X = U 0 W 2 TAPCONS AT MASONRY p � W W a 0 W Q O C) U) U) m U 0 0 WWW 1 1/2" OVERHANG LENGTH J1 1/2" _Z ❑ m Q W N O J PROFILE OF ROOF TRUSS BEYOND O ��e�tiirrrrr "' `�♦��r t,�i�e o- o — "QQ • �''��' ��, W 6 ROOF SHEATHING TYP. — ; °••• d• cc, Z Z Jw CO — / • Z �O+' a 6i"' ~�.. N — UJ N LU ... JI = M J _ _ / — — w • L CCa rA- AZ / k, ® • P Is < EE SDI —/ _------- 2x6 SUB -FASCIA /_ • 11 •e SGa 0� -5J O r" ••..•o•ILL J ��rrrrirl,ri Q Z112- HIGH STRENGTH OR 5/8" w 0 _ GYP WB NAILED ORCL ., �lb0�y��dt SCREWED O U EXTEND THE (2) LAYERS OF TYP. EXTERIOR FINISH ❑ Z a I" THICK USG GYP. WALLBD. AND EXT. SHEATHING M z° U LINER PANELS OF 2 -HR. SEE TYP. EXT. WD. W c 0 9 WALL INTO SOFFIT AREA FRAME WALL SECTION Ir� W BATT INSULATION SEE TYP. Q rl StiC'4 TYP. 2x -WD. FRAME. EXT. WD, FRAME WALL LJ EXT. BRG. WALL PER SECTION Z ltiY PLAN O 0 1/2" GYPSUM WALLBOARD (D Z "" D SEE TYP. EXT. WD. FRAME O_ WALL SECTION U) ELEVATION W CIL 0 W1 2 HOUR SEPARATION EAVE W �,/ r� J SCALE: 1" =1'-0" U z ��8� ❑ aQ W U)dWN to W 3;N (¢ C-6 Z Z 0 Z 0 0 Ce rrodel Q Z pn <Egrar W N vs,+ Z ZM E O W � O U �pN1�# 2 Wry � z L, LU U F— F— W z1..` ❑ W W O W — =LL U U) Q Z_ ❑ W F_ 1L - Z Z_ o W J Z = W Z Z Z O 0 Y 2 OOH 0 2 R Z ~0 Z O W J W r 0 -1 >- O F— LU 0 0 on H F— J W STRUCTURAL ENG. BED Z) DRAFTING: V)-STRUCT: BM Q QC CHECK: CC W JOB No. TM- 2150877 - — - - - SCALE: AS INDICATED Cr DATE: 07/23/15 ISION SD8Z e property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. - LO CD STANDARD (3) 2X12 W MIN. (3) 2x SYP #2 STRINGERS W/ LO N STUDS REQ'D @ END SIMPSON A34 CLIP TO Q N O OF LANDING W/ MIN. (6) FLOOR SYSTEM 000 (0 16d NAILS FROM O O LEDGER TO STUD PACK 0� Z LINE UP 2xJOIST IN z W LINE WITH MIDDLE 0 L STANDARD (3) 2X12 2x12 STRINGER TO BE � F- STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 W 0 CLIP TO FLOOR U SYSTEM & LANDING 2xJ01 T O W FRAMING S S @ LANDING z @ 16"O.C. W/ SIMPSON N W > z A35 OR LUS26 HANGER O Q W z ON EACH SIDE �� Uj V�QW o O U) d 6" MIN. F- 0W CL r-) g dU)m V O Z) 0-1 C� z W Of W 0 (2) 2x BEAM PER — 2xJOIST (P.T. IF -- SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO p=p END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _9 W r N STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAMni TO MATCH JOIST NAILS @ 16" O.C. MAX. p O TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" Z LL BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 161, BELOW O.C. MAX. FOR MASONRY WALL) "' A -A PLAN VIEW @ 90 DEGREE TURN LANDING 10" MIN. z _w 0 0%11111111111111 IL I SEE SCHEDULE FOR MAX WIDTH OF LANDING ✓ �r CE o �� ✓ ✓< sK v •.• ®� �. "'z z MIN. (3) 2x SYP #2 Z o 0 �•�' = C. -Of CY4—__U ENDW .-J _ z� „ *ti rr• Q 2_5 Q OF LSTUANDING NG W/S REQ'D @MIN (6) 3/4 PLYWOOD OR OSB ; --a• 16d NAILS FROM OF LANDING SHEATHING OVER. ;• • SEE PLAN FOR DEPTH •-r ,�0 % o::' LED LANDING ATTACHED ¢ p U1 �Cv C* `�� J O GER TO STUD •.•• •• J PACK PER GENERAL FLOOR STAIR WINDER DETAIL CONSTRUCTION .,; � °°i✓ �••�"..*oGt,��J�` � w NOTES r�//fillN 0 MID SPAN BLOCKING r l TO MATCH JOIST PLYWOOD SHEATHING 0 DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING w, STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER ' �p SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR lib M SIMPSON A34 / A35 zCONSTRUCTION o � CLIP TO FLOOR _ NOTES :;. J SYSTEM & LANDING O z 16" O.C. Z o FRAMING w g MAX BEAM @ END OF M UO c O m O LANDING PER o o SCHEDULE W Z U LU 4 w SEE PLAN FOR U MASONRY WALL OR U_ Z��tip WOOD WALL O SIMPSON A35 z � 0 B . L \\ IB CONNECTIONS O U MASONRY WALL OR O FRAME WALL BEYOND CL Ld (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO p END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONTZ �+�+ (~j STRINGERS TO @ 16"O.C. W1 SIMPSON LEDGER w/(3) 16d 6-B CROSS SECTION OFF BEAM TO LEDGER ♦ U) CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. F- ^^ — J �` TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 0 V J W S BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q J 0 N M BELOW O.C. MAX. FOR U)z to A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL, STRINGERS TO BE NOTCHED AT LANDING Z Z m SEE SCHEDULE FOR MAX WIDTH OF LANDING .J �.� O '' t I-- Q�� (3) 16d TOENAILS Q W g ST02 NOT USED o BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 MIN. TREAD DEPTH @ 3" O.C. TOP AND (1) 2x8 2x6 BOTTOM CHORD (3) 2x12 2x8 -JOIST PER FRAMING 11'-0" (2) 2x12 2x6 PLAN W/ SQUASH (1) 2x12 BLOCK OR (1) 2x8 2x6 BEAM/FLOOR TRUSS (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 PENDING LANDING (1) 2x8 HEIGHT AND PLAN 4'-0" (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 9'-0" (1) 2x12 z WALL COULD BE (1) 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND (2) 2x12 2x8 HEADER AND ONE @ MID-SPAN�"� (1) 2x12 SUPPORT A (1) 2x8 INFORMATION... A34 @ EA. STRINGER —�--�1 (3) 2x12 2x12 TO LANDING (2) 2x12 2x8 7'-0" 2x ATTACHED TO I I 2x4 #2 SPF STUDS 2x JOIST (P.T. IF STRINGER III (1) 2x8 ATTACHING TO 5'-0" I I I I (2) 2x12 MASONRY WALL) CONT 8'-0" I I I @ 24 O.C. LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I (1) 2x8 NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I (2) 2x12 TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" 2x4 #2 SPF STUDS @ / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF OPENING W/IN LANDING FOR (NOTCHED @ 2x6 I 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO VERTICAL LOCATIONS). TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 ' --�` (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 z I— (1) 2x8 2x6 514" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-011 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 2x4 #2 SPF STUDS X X NAILS (1) 2x8 2x6 5'-0" 6'-011 (2) 2x12 2x8 8'-0" (1) 2x12 @ 24 O.C. 2x4 SILL PLATE W/ 2 O GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 10d NAILS @ 4" O.C. 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLANNOTE: FLOOR BEw TM EQUALLY AM SEE - 2150877 — _ — ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" PLAN SPACED/CENTERED INSCALE: AS INDICATED TRUSS SEE PLAN ca - - .. --- - -- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 07/23/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS � STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (S' T01 GEN. STAIR AND LANDING FRAMING DETAILS (6'T�03 HANDRAIL CONNECTION AT FLOOR TRUSSES _ (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR -so ~ 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID PERPENDICULAR TO FLOOR UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J O <.qr E LijVY2 ZO ' --�` J h o SEE ARCH PLAN I I 2x4 CONT. TOP PLATE z I— MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 0 W 2x4 #2 SPF STUDS X X NAILS O = 2x6 VERTICAL @ 6'-0" @ 24 O.C. 2x4 SILL PLATE W/ 2 O GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF Q OPENING W/IN (NOTCHED @ 2x6 I 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND _z HANDRAIL VERTICAL LOCATIONS). TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) p KNEEWALL NOTCH SILL PLATE W FOR VERTICAL NOTCH SILL AND p PLYWOOD FLOORING Z 2x L -BRACE W/ 12d TO ALLOW VERTICAL NAILS @ 4" O.C. 2x6 VERTICAL AND L14 TO SLIDE DOWN TO z � to L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q @ ANY OPENING \2x4 W CONT. TOP PLATE p 0 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE z DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" TO STUDS W/ (2) 16d 3 1/2" TOE NAILS w z SECTION X-XSDS N.T.s. WOOD SCREWS y EQUALLY Z SPACED/CENTERED IN 2x4 #2 SPF STUDS @ z O 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q �_ W ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE s 1 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE '1111 TO TRUSS F - NAILS NAILS NAILS I I I ' SEE I BELOW (OTHERWISE � 0 0 O 2x4 #2 SPF STUDS @MAX. ARCH PLAN I O 24" O.C. W/ (2) 12d 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) F - Im CUT PLYWOOD TOENAILS BOTTOMLICE 2x4 #2 SPF STUDS @ X X p W R (O `— FLOORING FOR STRAP 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) z C� U W 0 W TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. u � }. 0 ACCOMMODATE 2x I CONT. BRACE & 10d W 0 Q = 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. u FLOOR SHEATHING w 0� W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 I" W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS H TO SLIDE DOWN TO I W/ (2) %4'x3" SDS U STRUCTURAL - ENG: BED (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY � DRAFTIN TING: STRAP (1 EA. SIDE OF SPACED & CENTERED ( j -STRUCT: BM STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND --- IN TRUSS J ---.._._— --... -- TO TRUSS W/ (3) %4" x 3" L -BRACE 6'-0" O.C. & @ Q QC CHECK: CC FLOOR BEAM CONDITION SDS WOOD SCREWS @ANY OPENING h= Z -- - -- JOB No ---" ---- BASE PLATE PER FLOOR PLANNOTE: FLOOR BEw TM EQUALLY AM SEE - 2150877 — _ — ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" PLAN SPACED/CENTERED INSCALE: AS INDICATED TRUSS SEE PLAN ca - - .. --- - -- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 07/23/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FORFACE OF TRUSS � STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (S' T01 GEN. STAIR AND LANDING FRAMING DETAILS (6'T�03 HANDRAIL CONNECTION AT FLOOR TRUSSES _ (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR -so ~ 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID PERPENDICULAR TO FLOOR UNDER BEAMS LESS THAN 2x12) ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.