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HomeMy WebLinkAbout37909-37915 Prairie Rose LpPLUMBING NOTES 1. PROVIDE PLUM 31 NO FIXTURES, AS SELECTED BY PRACTICAL CONST: COMPL M W ITHALL TRIM TRAPS, STOP VALVES, SUPPLIES AND ESCUTCHEONS, FLORIDA APPROVED PRODUCCTSS I.iST 2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUMBIING CODES AND LOCAL ORDINANCES. Parent Approval Manufacturer Category Subcategory App/Seq # Prod" N19" # W Nimi ' Model Description 3. IL, w VENT SHALL. BE sC�.lLL4oPVC. - - FL11321.1 Builders Hardware, Inc_._ - Extedo_r Doors Swinging Ext. Door -- - - - Op ue Fib rglass Door - Entry Door - 4. ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOINTS ORC.P.V.C. FL15220.1 Plastico Ina Exterior Doors _ Swinging Ext. Door Assemblies g g 0 ue Fiber lass Door - - Fiberglass Door - S. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMLAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA�203 y - - -- -- FL15279-RI Clopa Budding Products CompanyExterior - - - -cts - - --- - Doors ---- _... , - - Sectional Ext. Door Assemblies - -- - --- -..-�._ -per - - - -Glazed I - - - - OR EQUAL 7 FL15349-Rl MI Windows and Doors Windows -- Fixed �Underlayments Model 185PW Aluminum 6, pROV� INDIVIDUAL WATER STOPS AT WATER CLOSETS, LAVATORIES AND Kai SIIV RMALLAITONS, - - - -- - ---- r - - - - - f J 7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEII.IINGS ORBELOW GRADE. - - FL3664-R3 Tamko Building Products j Roofing - -yment - - - - TW Underla - Self -Adhering Rubberized g 8. VERIFY ALL ROUGH IN WITH THE FIXTURES THAT ARE, SE[EC,'1ED. FL4968.1 Guardian Building Products - AshleyPanel - - -- - - - Walls - -- Soffits - - ---- 16_ " ad Four /4 -� -- Aluminum - - -- 9. COORDINATE ALL WORK WITH TIRADES. FL9792-R5 Atlas Roofing Corporation - - _ Roofing - 9 Asphalt Shingles StonnMaster Shake Fiberglass Reinforced - - 10. PROVIDE FULL SIZE PEMM FROM HOT WATERP&T WAIVE TO EXIFRIOR. FL11473-R2 Simpson Strong -Tie Co ! _ - Structural Components _ . - Wood Connectors Anchors _ _ . - - LSUU210 _ - . _- - Adjustable Hanger - -- -- _- 11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-IML VINYL PLUMBIING TAPE. FL11473-R2 Simpson Strong -Tie Co. - - p g Structural Components - Wood Connectors Anchors - HETA - Embedded Truss Anchor -- - - 12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE. p g -- FL11473-RZ .Sim son Stron -Tie Co. IComponents Structural 'Wood Connectors Anchors ; _ - META �-- _- _- - _ Embedded Truss Anchor __- _ _-- � 13A0 GALLON WATER HEATER. Simpson Strong -Tie Co. - - Structural Components Wood Connectors Anchors 4- - - - - - 14. TANK TYPE WATER CLOSET VOLUME 1.5 GALL. ONST- Simpson Strong -Tie Co. _ Structural Components I Wood Connectors Anchors 15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FAC LTTES 2.2B GPM Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Strap Ties 16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED FL11473-R2 Simpson Strong -Tie Co. _- - Structural Components Wood Connectors Anchors LSTA12 - Strap Ties _ _ _J 17. THERMAL EXPANSION PIWTECTTONISREQUIRED WEEK THE WATER SERVICE ISEQUIPPED WITH ABAC FLOWN PREVENTION DEVICE. FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2.5 Truss Tie _ I& ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUI DIWDEPARTMETTT NOTE QW° FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED. 19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVE THE FLOOR INCLUDING ELECTRIC WATERHEATERS. GENERAL STRUCTURAL NOTES THESE PLANS MEET THE M 4MC1M REQUIREMENTS OF THE STE . EDITION (2014) FLORIDA RESIDENTIAL BUILDIING CODE, FEC 2014, & ASC3 7-10. 1. CONCRETE SHALL HAVE A MINIIMUM COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) @ 28 DAYS. 2. STEEL REINFORCEMENT SHALL HAVE A MIN] NIUM YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE WITHASTMA-615. 3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90 OR C 145, 1,900,PSI MINIMUM. 4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP ZOO PSI AS PER ASTM C476. 5. MORTAR.IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270 6. THE OUTER FOUNDATION BARS SHALL BE CONIINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE WITH 2023.4 OF THE SSW 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DIAMETER 1KEWiSE, THE BOND BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS. 7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON WAILS FOR GABLE DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d. A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS. B. 6" OC. ALONG FIELD OF PLYWOOD PANELS. 8. PROVIDE 4" X 4" CLEAN OUT FOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WALL 9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PINE (OR EQUAL (FB = 1200 PSI) @ 16" O.C. UNLESS NOTED OTHERWISE). 10. AIL WOOD GIRDERS SHALL HAVE A MIIN. OF (4) - 2"X4" STUDS PLACED DMECTLYUNDFRTHE GLRDBRAND DOUBLE PLATES. 11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST TFI DESIGN REQUIREMENTS. THE TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR LEAD LOADS, LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SKIVED BYA FLORIDA REGISTERED ENGINEER. 12 EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COS ARE SUBMIT= WITH THE "TECHNICAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS. 13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SEOMEM WITH DUR AWALL REINFORCEMENT EVERY OTHER BLOCK AS PER THE REQUIREMENT'S OF THE NATIONAL CONCRETE MASONRY INSTITU173. IF DURA-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS. 14. ALL. OPENINGS (TREATER THAN 5 FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AM FILLED WITH GROUT. OPENINGS GREATER THAN 12 FEET TO HAVE 245 BARS ON EACH SIDE OF OPENI NQ 15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL E NWNEER OF RECORD. 17. STRUCTURAL. DESIGN CRTIERiA: A. BASIC WAND SPEED -14O MPH /108 MPH 3 SBC. GUST B. RISK CATEGORY IT C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD LEEWARD t0.18 I& ASSUMED MIINIMUM EX19MG SOIL BEARIING PRESSURE - 2500 PSF 19. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTMD15S7. FOR: WAYNE BUTTERFIELD JOB ADDRESS: 4408 Court St. FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOrTM STAB, LANDM AND STESS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER. 1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIBRAND CLEAN, WILL COMPACTED, TERMITE TREATED FILL 2. ALL FOOTINGS TO BE 16"W X S" D W/2 #5 REBAR C aRMAJOUS (UNLESS NOTED} 3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPIING ORANCHORS AS MAYBE REQUIRED PER CODE). 4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY (UNLESS NOTED 5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR, 6.7119CIO NED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS. 7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOT M TO IM49RAK 8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL QN DMBCIIORN OF ARROW). 9. RECESS FLOOR SLAB 3/4" AT ALL SLIDMG GLASS DOORS AND EXTEND SLAB I Ur PAST BLOCK.FAC3. 10. EXTEND SLAB EDGE AT EXTERIOR DOORS 11/2" PAST BLOCK FACE. 11. SUNKEN SHOWER TO BE 4" CONCRETE RBCFSSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBERMESH). 12. AIR CONDITIONER COWORESSOR PAD SHALL BE 3 X4X4" PLACED S" FROM WALL, TYPICAL OR AS PLANS. 13. ALL STONE OR BRICK VINEER FOOTINGS TO BE 22" W X IV D W/ 345 REBARS CONTINUOUS. 14. ALL FOOTING FOR 2 STORY TO BE 2V W X IV D W/ 345 REBARCONTIINUOUS. 15. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 2V D W/ 3-#S RFBARS ( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.) 16. 7HICKEr1ED SLAB (BELL FOOTO" WHEREAT BEARING WALL OCCURS AT CHANGE IN FLOORELEVATION SHALL BEAM X 16" D X 16" W CONTINUOUS, 17. SOIL BEARING CAPACITY SHALL BE A MIN OF 2000 PSF IF NOT, NOTIFY ENGIINEER IMMEDIATELY FORRREVIBW OF FOUNDATION DESIGN. IS. TERMITE SOIL PROTECTION TO BE PROVIDED BY RECESTERFD TFRbIITICIDES. WOOD NOTES 1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES ]EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO2 (M mom ALLOWABLE BENom 81TRES8-1290IPSIFOR. SINGLE MEhIBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-100,00 PSI) 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WAIL OR BEAMS WITH HURRICANE CLIPS OR ANCHORS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIONAL DESIGN SPECIFICATION FOR LUMBER" AND ITS FASTENERS AS RECOMMENDED BY TEE NATIONAL FOREST PRODUCTS ASSOCIATION. 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FORAPPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CER71PICATION OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTHIEM THE CONINBCTIORS SYSTEM PROPOSED. 7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACIMMIN ADDITION TO MEMER SHOW ON DRAWINGS, S. ROOF DECKS SHALL BE I/2" PLYWOOD OR OSB FORFIBERGLASS SHINGLE ROOFS AND 3/8" PLYWOOD FOR CONCRETE, OR CLAY TILE ROOFS. USE SD NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPAC MI NTBRMBDIATE SUPPORTS. PROVIDE PLY CLIPS AT UNSUPPORTEDEDGES 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE, ON TIRE STRUCTURAL DRAWINGS. 10. ROOF LIVE LOAD - 20 PSF. ROOF DEAD LOAD -20 PSF 11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR. TO ROOF DIAPHRAGM. I HEREBY CERTIFY THAT I HAVE REVIEV41,II THE ATTACHED DESIGN AND FOUND IT TO BE IN COAULIANCE WITH TME1411 011 (MU EDITION) FLORIDA RESIDENTAL BUR DIN COD FEC 2014, & ASCE 7-10. DAVW W. SMITH, PE 25' 2 Z Z 9909 WALLASTON DR. LICS FE 53608 GENERAL NOTES 1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. 2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUlHOR1TE8 HAVING JURISDICTION 31T IS THE CONTRACTORS SOLE RESPONSIBILITY TO DBTERM[M ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LDAn= TO THE ADDITION WHATEVER TEMPORARY BRACING, GUYS, OR THE DOWNS THAT MAYBE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THEPROPBRTY OF THE CONTRACTORAFTER COMPLETION OF THE PROJECT. 4, ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIEDAND SHALL CONFORM TO THE ARCHITBCTUILAL DRAWINGS, S. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL. 6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITHSTAM THE DESIGNEDWIND CAPACITY.\, 7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT' STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LIST M MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TERM LABELS MUST STAY ON UNTIL THE FINAL INSPECTION. 8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE TERMITEINSPECTIONS, THE CONTRACTOR CAN PAINT THE BARE BAND ORAPPLY A PLASTER -LIKE FINISH LESS THAN 54INCH THICK DIRECTLY TO THE FOUNDATIOK WALL 9. ANY GLAZINO WITHIN 36" HORIMNTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPAETC., SHALL BE SAFETY GLAZED. 10. BATHROOM VENTILATION MUST BE MECCHNIICALLY EXHAUSTED TO BUILDR40 EXTERIOR 11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE. 12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-V OF ATTIC ACCESS, IF THE, AHL HANDLER. UNIT IS INTHE ATTIc 13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNEILTHAT THE CONDENSATION DRAIN IS STOPPED UP MUST BE INSTALLED IF THE A13L HANDLERUNIT IS IN THEATTTC. 16. ALL MECHANICAL EQUIPMENT INCLUDING A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST LOCATION WIND LOADS. MASONRY/CONCRETE NOTES MASONRY NOTES: 1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO A87M C90, TYPE NI, WTTHA bII4NIlMLlM STRENGTH OF 1000 PSL 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A hMORUM COMPRESSIVE STRENGTH OF 25M PSL CONCRETE NOTES; 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSIAT29 DAYS. 2 ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TOASTM A-615 GRADE 40 EXCEPT THAT TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO A 185. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENIINGS,SLE3VES,ANCHOR BOLTSJNSERTSB'TC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLBBVES,OPENIINGS PR DWAMTS MAY BE PLACED IN BEAM OR SLABS UNLESS APPROVED BY THE ARCHITECT AND SHOWN ON SHOP DRAWINGS. 5. ALL. REINFORCING DETAILS TO CONFORM TO'MANUE. OF STANDARD PRACTICE FOR DETAILM REINFORCED CONCRETE STRUCTURES, ACT 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS. 6. PROVIDE SPACERS,CHAIRS,BOLTS,BTC. AS REQUIRED TO ASSBMBLE,PLACE ANDSUPPORTALLREINPORCMINPLACE. 7. PROVIDE CORNER BARS FORALLFOO'TINGS. S. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES BU04 NM FOOiMW AND A MIINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL A M 2G MUM OF 25 INCHES. 9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. PROJECT NAME: WALNUT GROVE BUILDER: BAILEY CONTRACTING, LLC DESIGNER: LARRY DEMONTMOLLIN P011:004 COME, r4t .9F 4PHYRHiLLS REVIEW CITY did /d LL DRAWING PAGE INDEX SH-1 - ENGINEERING NOTES SH-2 - FLOOR PLAN SH-3 - ELEVATIONS SH-4 - FOUNDATION PLAN SH-5 - ROOF PLAN SH-6 - ELECTRICAL PLAN S-1 - DETAILS S-2 - DETAILS S-3 - ROOF NAILING & NOTES ENGINEERING NOTES SCALE 3/16 ::::::T_0" THEFT Zephyr hills, Fl. 33542 DADE CITY, FL. 33525 PH" 352-521-08651 r WAYNE r UTTERFIELD B AD I' Court St. r' 41'-4r . f UNIT 10-1 UNIT 10-1 UNIT 10-2 UNIT 10-5 UNIT 10-6 3 BR AREA 2 BR AREA. 2 BR AREA 3 BR AREA 1435 SF LIVING AREA: 112617 SF LIVING AREA: 1267 SF UVING AREA: 11435 SF 11NNG AREA: 79 SF GARAGE AREA: 263 SIT GARAGE AREA: 1263 SF GARAGE AREA 279 SF GARAGE AREA: 115 SF LANAI AREA: 96 SF LANAI AREAJ 96 SF LANAI AREA: 115 SF LANAI AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: UNIT TOTAL: 1872 SF IUNIT TOTAL: 1669 SF IUNIT TOTAL: 1669 SF UNIT TOTAL: 1872 SF I HMMJM ClUnI 'Y TEAT I HAVE RZM MUM AND FOUND IT TO M IN COMWJMCR MMUM =I FM EDITION) PWPMA RUMMULINALIMM nC 2014, ASCB 7-19. DASD W. SM1T% PEf � f _ 9909 WALLASTON DR. UCA_ PE 5 608 DAD w' CITY, Fl.. 33525 PEL. 352-5214M UNIT 10-21. BUILDER: "A]LEY CONTRACTING, r r t �r r 1 1 UNIT 10-5 UNIT 10-6 SCALE 3/16)'—l'-07' dEET 2 c+"ir C MEAN ROOF HEIGHT I- /14'-4' GLASS SHINGLES WALL O.A.H. El 11 / / 12' -401 in / cm) 11 / / / ❑❑n El RN. FLOOR 12 4 F I- i Fi'-n' I- l a'-n' I. i a'-n' 1. i i'-R' ?R'-R' lira 0 El LU E, HH 12 4 1 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION a 12 � 14 SCALE 3/16 —I'—o" 110'-0' 30'-4' 24'-4' 24'-4' 29'-8' 14'-4' 16'-0' 1 112'-11 1L?,TT" 12'-8' 1 11'-8' 16'-0' 14'-4' 2 -0' 2'-0 5'-4' 5'-4' 2 -0' 2'-0' 6 A/C A/C A/C A/C 6 5 4'-0' w 4'-0' w 5 w o a w 00 00 4'-0' ASSUMED ELEV. -4' 3'-4' 3'-4' 3' 4' 3 -4• ASSUMED ELEV. 4'-0' MO MO ASSUMED ELEV. MO -0'-4' 5-4' -0'-4' OF IEEFpr 1 1 1 1 v'v ASSUMED ELEV. a cI ASSUMED ELEV. 0'-0' ASSUMED E V. ASSUMED ELEV. O'-O• 0'-0' O'-a- rN■ ■ ■ ID 0 U 0 ® ■ ■ 0 ■ 2 4" RECESS 2 4" RECESS ■ SHW FL SHW FL 5'-0' ■ I • no ■ SHW FL O >R<E FL n' ■ ■ ■ ■ pW DW DW pW ■ 0 0 `o I o � u 6D 00 o 00 00 �/ t0 ■ ■ ■ ai ■ ■ 4" CONC. SLAB MIN. W/ FIELD LOCATE WASHER k DRYER U WAS DRYER 4" CONC. SLAB MIN. W/ FlELD LOCATE COMPRESSIVE STRENGTH OF 3,000 A/C CHASE v�i A/C CHASE COMPRESSIVE STRENGTH OF 3,000 P.S.L AT 28 DAYS W/ 6X6 10/10 VERIFY LOCATION VERIFY LOCATION P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELT. W/ A/C TRADE `n W/ A/C TRADE W.W.M. OR BARRIER ON CLEAN, WELL ■ COMPACTED FILL TREATED FOR COMPACTED FILL TREATED FOR TERMITES. CUT 1° DEEP CONTROL ■ o ■ JOINT EVERY 25'-0" EACH WAY AS A/H o ■ /H TERMITES. CUT 1" DEEP CONTROL A JOINT EVERY 25'-0' EACH WAY AS REQUIRED.CVM WH REQUIRED. FIELD LOCATE O FIELD LOCATE • A/C CHASE ® A/C CHASE ■ VERIFY LOCATION ■ VERIFY LOCA710N ■ WASHER do DRYER W/ A/C TRADE W/ A/C TRADE WASHER h DRYER ■ 0 A/H A/H 0 ■ a[ IL--j ®O 4 ■ 4 ■ 4 ■ 4 ■ ASSUMED ELEV. ASSUMED ELEV. -0'-4" ASSUOME 4"ELEV. ■ -0'-4' -0'-4" ASSUMED ELEV. w 8' 3'-4' 4'-0' 3'-4' 2'-0' 3'-4' 2'-0' 8' 3'-4' ■ ■ -0'-4° o ■ -0'-4' 'o ■ ■ -O'-4' `o ■ ■ -0'-4' o ASSUMED ELEV. I ASSUMED ELEV. I ASSUMED ELEV. I ASSUMED ELEV. I 00 ao 00 5 5 5 Tra- 5 :: ■ ■ ■ ■ j w--Ei IIIIIII, Fe 2'-0' 9'-0' 2'-O' 5'-4' 1'-4' 9'-0' 2'-0' �, 9'-0' 2'-0' 2'-0' 9'-0' S'-4' 6 6 6 6 12'-0' 5'-4' 7'-4' 5'-4' 7'-4' 18'-4' 12'-0' 30'-4' 24'-0' 25'-0' 30'-4' UNIT 10-1 UNIT 10-2JUNIT 10-5 UNIT 10-6 SHEET 4 FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCl? WIT THE 2 1l PROJECT NAME: WALNUT GROVE WAYNE BUTTERFIELD (6TH. EDITION) FLORIDA RESIDENTAL BUILDING C DE, FEC 2014, & ASCE 7-10. �� BUILDER: BAILEY CONTRACTING LLC FOUNDAT ON PLAN JOB ADDRESS. � , 4408 Court St. DAVID W. SMITH, PE t , 22-i� 9909 WALLASTON DR. 0r-, LIC.# PE 53608 SCALE 3/16 ' 9— 1 9_ O 9 9 Ze h rhills F1.33542 DESIGNER. LARRY DEMONTMOLLIN p Y � DADE CITY, FL. 33525 PH. 352-521-0865 SHEET NOTES REF. DWG. S-2 FOR DETAILS 12° X 20° MONOLITHIC FOOTING W/ (2) �5 KEBABS O 16' X 16° MONOLITHIC FOOTING W/ (2) �5 KEBABS O 12° X i6" THICKEN EDGE W/ (2) � KEBABS O 12' X 1fi' THICKEN EDGE W/ (2) �i REBAR 8° X i6' THICKEN EDGE W/ (2) �5 KEBABS O 30' X 30' X 12" PAD W/ (3) �5 BARS EACH WAY �5 DOWEL EMBED Aq STD. BEND 6' IN FTG. O] PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. SHEET NOTES REF. DWG. S-2 FOR DETAILS O 12' X 20' MONOLITHIC FOOTING W/ (2) }'5 REHABS O 16" X 16° MONOLITHIC FOOTING W/ (2) �5 KEBABS O3 12° X 16' THICKEN EDGE W/ (2) �5 KEBABS ® 12° X 16' THICKEN EDGE W/ (2) /5 REBAR O 8° X 16° THICKEN EDGE W/ (2) ¢5 KEBABS © 30" X 30" X 12° PAD W/ (3) H75 BARS EACH WAY O /5 DOWEL EMBED Aq STD. BEND 6' IN FIG. PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. I ORDER TRUSS GIRDER TRUSS ORDER TRUSS GIRDER TRUSS Allz 18'-4" 11'-4" 17'-8 7'-4" 17'-8" 7'-4" 18'-4" ol 12'-0" dEET SCALE 3/16 �) -i'-o ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK WITH ALL TRADES. 3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12' AFF UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION,THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE STD. #10 AND #12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPROVED EQUAL. 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. 8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT. UNIT 10 JUNIT 10-2 JUNIT 10-5 UNIT 10-6 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CA �J BY A200 MP ELECTRIC UTILITY CO. L-2" C WITH 3-1/0 THW AL TO UNDERGROUND #4 CU. GROUND UTILIITYEBY CO ELECTRIC TO COLD WATER LINE 5/8" X 8" GROUND LINE (PASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) N dEET 6 , SCALE 3/16 —l'—o" PRE-ENGINEERED TRUSS 0 2'-0" O.C. (TYP.) LINE OF LOAD PATH --"\ 30 YR. DIMENSIONAL SHINGLES ON 30# FELT PAPER ON 5/8" O.S.B. OR PLYWOOD CONT. ALUM. DRIP STRIP 6" ALUM. FACIA ALUMN. SOFFIT NOTE: POURED LINTELS WILL BE 3000 psi CONC. ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE CEMENTITIOUS FINISH (105 VERT. IN Fl CELLS #5 DOWEL TO MATCH VERTICAL REINFORCING " W/25" MINIMUM LAP 4 X4 INSPECTION PORT AT EACH FILL CELL TYPICAL " ) - -- 00 -III-III- II-III�I R- 30 BLOWN INSULATION 1/2 11 CEILING BOARD W/ KNOCKDOWN CEILING SIMPSON HETA20 8" X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR 8" X 8" PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL CD ® WINDOW (TYP.) co MARBLE SILL 8" CONC. BLOCK WALL 1/2" GYP. WALL BOARD ON 3/4 P.T. FURRING STRIPS W/ AFOIL R 4.2. CONC. SLAB 2500 psi w FIBERMESH OR 6x6-10/10W.W.M. REINF. AND VAPOR BARRIER V d ° C — °a I —III—III-1�� 'iT T STANDARD 90' BEND —III—III—III—II _ (2) #5 CONTINUOUS FOOTER Q 6 MIL VAPOR BARRIER `�-- CLEAN, POISONED AND COMPACTED SOIL. 12" REBAR CHAIR IN FOOTING 3" CLEAR. TYPICAL WALL SECTION 3/4' = 1'-0' #5 REINFORCING BAR W" LIM I AD Itu vn rr7 num vnv"'v unl% #3 & #4 LAP SPLICE $,J Twill vlwnry unn #5 LAP SPLICE 90" BEND REBAR LAP & BENDING DETAILS Zephyrhills, Fl. 33542 w U z cn 0 25$1 RFBAR LAP DISTANCE CORNER CONTINUITY & WALL REINFORCMENT 3/4' = 1'—O' R-30 BLOWN/BATT INSULATION (MIN.) TOP PLATE 1/2' GYP. WALLBOARD 1/2" GYP. WALL BOARD CAST-IRON AUTOMATIC NAIL ,GUN 8 NAILS @ 24 O.C. �OR EQUAL) 2X4 STUDS 016' O.C. NOTE: NOT REQUIBLOCKING i 25" MIN. LAP 25" MIN. LAP CONTINUITY OF FOOTING & FOUND, WALE REIN. DETAIL 3/4' = 1'—O' FASTEN ROOF SHEATHING W/ 8d NAILS 0 6' O.C.— ® EDGES, 12" O.C. 0 HELD & 4' O.C. ALONG NAILER 2x6 NAILER BELOW SHEATHING —J FASTEN ALONG VALLEY W/ 10d NAILS 0 4O.C. SECTION @ VALLEY -SET ATTACHMENT ENG'R. TRUSS 2X4 P.T. PLATE U,, - 3/4" = 1'-O" 6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER I TYP, INTERIOR NON —BEARING WALL 3/4' = 1'-0' 4'-0" MIN. 4'-0" MIN. 5/8" I HOUR FIRE RATED PLYWOOD SHEATHING 5/8" 1 HOUR FIRE RATED PLYWOOD SHEATHING I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED a DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 11 (EM EDITION) FLORIDA RESIDENTAL BUILDING DE, FEC 20141, & ASCE 7-10. DAVID W. SNffM PE 9909 WALLASTON DR LIC.# PE 53608 DADE CITY, FL. 33525 PH. 352-521-0865 PRE-ENGINEERED TRUSSES ® 24" O.C. MAX. 1REWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. IWO (2) LAYERS OF 5/8' TYPE "X" DRYWALL TYP. EACH SIDE -ROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING 1 HOUR COMMON WALL REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. TOWNHOUSES SEPARATED BY A COMMON 1-HOUR FIRE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. INTERIOR FIRE COMMON —WALL SECTION 3/4' = 1'-0' DESIGNER: LARRY DEMONTMOLLIN ... ��. � u � .� • ��:_.. �.� .,gr �..� , :;f,•,. �.� �; ....u�, as �, .:. ,�� � �,r., ,..�. �;..., rong-Tie DRILL & EPDXY SET #5 REBAR. v 4 Z d 41 FOOTING a � a REMEDIAL REPAIR FOR DOWEL DETAIL N.T.S. LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL plf 2'-10' l'-6' 1700 3'-6' 2'-2' 1700 4'-0' 2'-8' 900 4'-6" 3'-2' 900 5'-4' 4'-0" 900 5'-10' 4'-6' 900 6'-6' 5'-2' 1200 7'-6' 6'-2' 800 8'-4' 7'-0" 650 9'-4" 8'-0" 450 10'-6' 9'-2' 350 ll'-4' 10'-0' 450 12'-0' 10'-8" 400 12'-6' ll'-2' 350 13'-4' 12'-0' 350 14'-0' 12'-8' 350 14'-8' 13'-4' 350 17'-4' 16'-0' 470 19'-4' 18'-0" 500 SCALE- AS NOTED 4" CONC. SLAB 3000 psi w/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER 6 MIL VAPOR BARRIER — CLEAN, POISONED AND COMPACTED SOIL. REBAR CHAIR IN FOOTING 3" CLEAR. 1 20-_ x 12" MONOLITHIC FDN. 3/4" = 1'-0" 30" (4) #5 CON'T. Et (4) #5 E.W. 30"x30"x12" DP. 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'-O" FOR: WAYNE BUTTERFIELD (1) #5 VERT. IN FFICLL CELLS #5 DOWEL TO MATCH VERTICAL REINFORCING W/25" MINIMUM LAP 4"X4" INSPECTION PORT AT EACI FILL CELL TYPICAL 1/2" GYP. WALL BOARD ON 3/4" P.T. FURRING STRIPS 4" CONC. SLAB 2500 psi w/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER a ItTt _STANDARD 90' BEND (2) #5 CONTINUOUS FOOTER 11=11 Ir'I -I I I I 1=1 11=1 I I —I 11=1 11= 121$ REBAR CHAIR IN FOOTING 3" CLEAR. 2 ' f 16" x 12" INTERIOR MONOLITHIC FDN. 3/4 = 1'-O" Peo 25" LAP MIN. I HEREBY CERTIFY THAT I HAVE REVIEVM THE ATTACHED DESIGN AND FOUND IT TO BE IN CONPLLANCE WrM THE 2 11 O'I'H. EDITION) FLORIDA RESIDENTAL BUILDING DE, FEC 2014, & ASCE 7-10. I DAVW W. SN MII, PE 1 9909 WALLASTON DR LICI PE 53608 DADE CITY, FL. 33525 PH. 352-521-OR CLEAN, POISONED AND COMPACTED SOIL. 5TANPApn, ONE STORY_ MASON.-RY WALL ,LOAD PATH 3/4" = 1'-0" " THICK CONC. SLAB V 6X6-10/10 W.W.M. N 6 MIL VAPOR BARRIER (2) 15 CONTINUOUS 16 x 8" MONOLITHIC FDN. 3/4" = 1'-0" f'RE-ENGINEE�7 H�rA srP\AF VM1CAI, MNF0kCW%f IN GWMn C�I.I. a��vquT �aui�n For\ Gk,ouf I,iFr 5 Fr, UNI,�55 F00TIN6b0Ml.l. IS N01' pWUlk.�n, - FOOs r" PROJECT NAME: WALNUT GROVE 1111 BUILDER: BAILEY CONTRACTING, LLC V DESIGNER: LARRY DEMONTMOLLIN » 16 x16" STEPDOWN 4 3/4" = 1'-0" " THICK CONC. SLAB / 6X6-10/10 W.W.M. N 6 MIL VAPOR BARRIER SCALE — PS NOTED EET S2 . COMPONENTS AND CLADDING 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WIND❑WS (N❑MINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT, 20 SQ, FT. 50 SQ. FT. 100 SQ. FT, 500 SQ, FT. WALL O +35.3 PSF / -382 PSF +33.7 PSF / -36,7 PSF +31.6 PSF / -34.6 PSF +30.0 PSF / -33.0 PSF +26.3 PSF / -29.3 PSF WALL 5O +35.3 PSF / -47.2 PSF +33.7 PSF / -44.0 PSF +31.6 PSF / -39.8 PSF +30.0 PSF / -36.7 PSF +26.3 PSF / -29.3 PSF NOTE; ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL C❑NNECTI❑NS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 5, COMPONENTS AND CLADDING 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (N❑MINAL) ROOF DEGREES ZONE EFFECTIVE WIND AREA 10 SQ, FT. 20 SQ, FT. 50 SQ. FT. 100 SQ. FT. > 27 TO 45 O +32,3/-35,3 PSF +31,4/-33.5 PSF +30,2/-31,1 PSF +293/-29,3 PSF > 27 TO 45 2� +32.3/-41,2 PSF +31,4/-39,4 PSF +30,2/-37.1 PSF +29.3/-35,3 PSF > 27 TO 45 O +32,3/-41,2 PSF +31,4/-39,4 PSF +30.2/-37.1 PSF +29.3/-35.3 PSF N❑TEi R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, O 4 ft. 5 ft. O � �4 ft. OO 4 ft. O 4 ft. 4 ft. 2 O O O O O 4 ft. 2 4 ft. 1 2 2 1 5 ft. 0 O O O O 4 ft. O 4 ft. 4 ft. O O 4 ft. 5 ft. O O 5 ft. 4 ft.O R❑❑E NAILING SCHEDULE R803.2.3.1 SHEATHING FASTENING WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8d RING —SHANK NAILS AT 6" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING. RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113 INCH SHANK DIAMETER. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3. 16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER. 5. 2 INCH NAIL LENGTH. R905.2.7 UNDERLAYMENT APPLICATION FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE I OR II, ASTM D4869 TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE FOLLOWING MANNER: 1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES. 2. END LAPS SHALL BE OFFSET BY 6 FEET. 3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER. R905.2.4 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2.4 ASPHALT SHINGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 gage SHANK WITH A MINIMUM 8 INCH DIAMETER HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 4"INCHES THICK THE FASTENERS SLAA PENETRATE THROGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. R905.2.6 ASPHALT SHINGLE ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE. dEET S3 , SCALE - NTS D-1 11