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HomeMy WebLinkAbout37851-37905 Prairie Rose LpMEAN ROOF HEIGHT FIBERGLASS SHINGLES FLOMA APPROVED PRODUCTS I.= Parent Approval Manufacturer Category Subcategory App/Seq # Pv*dWM9M#4rNa Model Description FLI 1321.1 Builders Hardware, Inc. Exterior Doors Swinging Ext. Door Opaque Fiberglass Door Entry Door FL15220.1 Plastico, Inc. Exterior Doors Swinging Ext. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Door FL15279-R1 Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies F1,15349-R1 MI Windows and Doors Windows Fixed Model 185PW Aluminum FL3664-R3 Tamko Building Products Roofing Underlayments TW Underlayment Self -Adhering Rubberized FL4968A Guardian Building Products - Ashley Panel Walls Soffits 16" Quad Four Q/4 Aluminum FL9792-R5 Atlas Roofing Corporation Roofing Asphalt Shingles Storm Master Shake Fiberglass Reinforced FLI 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSUU210 Adjustable Hanger FLi 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HETA Embedded Truss Anchor FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors META Embedded Truss Anchor Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Simpson Strong -Tic Co. Structural Components Wood Connectors Anchors Strap Ties FLI 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties FLi 1473-R2 Simpson Strong -Tic Co. Structural Components Wood Connectors Anchors H2.5 Truss Tie N(yM 2:71 FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. GENERAL STRUCTURAL NOTES THESE PLANS MEET THEM D MlUM RBQUMB ADM OF THE STR EDITION (2014) RDRIDA RB$1DBNITAL BU UMM CODE, FBC 2014, A ASM 7-1& 1. CONCRETE EMAIL HAVE A M1IINB UML COMPRESSIVE STRENGTH OF 2,000 PSI (UAIIffiS NOTED OTHERWISE) ® 28 DAYS. 2. STEEL SHALL HAVE A MINIMUM YIELD STRI MGTH OF 4%M PSIIN ACCORDANCE WITH ASTM A4613. 3. CONCRETE MASONRY UNITS IF ANY, SHALL BE HOLLOW CORE/ LOAD BLUMS IN ACCORDANCE TO AM C90 OR C 145, 1,900,PSI MINIMUM. 4. GROUT, IF ANY, SHALL HAVE 3/8' MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2AW PSI AS PER ASIM C476. 3. MORTAR,ILF ANY, SHALL BE TYPE M OR S IN CON11ORMANC-E ASTM Ct70. 6. THE OUTER FOUNDATION BARS SHALL BE CONTIINOUS AROUND CORNERS BY BEECIM THE BAR IN ACCORDANCE WITH 2O23.4 OF THE SSTD 10r99. IN BOTH CASES THE MINIMUM BAR LAP SHALL B8 40 DAME IR LaCBW SE, IHE BOND BEAM REiNFORC:EMENT SHALL BE CONTiNOUS AROUND ALL. CORNERS. 7. ATI C i PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COM hWNAXS FORGABLE DAPHRAGMS ONLY, (UNLESS OIBMW188NOTED) 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 FI L W MIS. AT THE BASE OF WALL 9. ALL WOOD LOAD BEARING Mff MOR AND INIIBRIOIR WALLS TO BE 07 SOUTHERN YILiOW PING (OR EQUAL (FB = 1200 PSI) La) 16" O.C. UNLESS NOTED OTHiERWISE). 10. ALL WOOD GIRDERS MAIL HAVE A MIN. OF (4) - 2'X4" STUDS PLACED DIRBCILY UNDER THE (ALDER AMID DOUBLE PLATES. 11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST IN DBSKM RBQilIR1 ENT8. THE TRUSS MANUFACTIURBR IS REQUIRED TO FURNISH ALL REACTION' LOADS FOR DEAD LOADS. LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA REGISTERED ENGINEER. Jig. MCPBRIBOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, (QADDIMG AND OOBPONBNI'S ARE SUBIDTTBD WITH THE *TECHNICAL MANUAL' FOR INSTALLATION AND TECHNICAL MATBRUL SPBC�'A1�N8. 13. ALL EXTERIOR CONCRETE BLOCS WALLS ARE DESIGNED AS $HEAR WALE OR SHEAR WALL SEGMENTS WITH DUR A WALL EVERY OTHER BLOCK AS PER THE RBQUI RBYENTS OF THE NATIO NAL OONIMETE MASONRY INSITTUTTE. IF DUR 1► WALL 18 NOT USIiD FOR'1HB EMME BUI DIINO, ILIMTH OF ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS. 14. ALL OPENINGS GREATER THAN S FEET TO HAVE 1.65 BAR ON EACH SIDLE OF OFEINIINO AND FILLED WITH GROUT. OPENINGS GREATER THAN 12 FEET TO HAVE 24PS BARS ON EA[E S1DB CF Orman 15. CONTRACTOR TO VERILY ALL DIMENSIONS AND COP'DITIONS IN THE FIELD 16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL E NO DGER OF RECORD. 17.8TRU]CTURAL DESIGN CRITERIA A. BASIC WIND SPEED -140 MPH /108 MPH 3 SEC. GUST B. RISK CATEGORY II C. APPLICABLE INTERNAL PRESSURE COE FF13ENT - W1llNIDWARD LEEWARD *118 I& ASSUMED MINIMUM[ BJGSTIINO SOIL. REARM PRESSURE -2500 PSF 19. SOIL NOTED AS 006WACTED 18 9S% MODIFIED PROCTOR. ASTM DI387. GLASS SHINGLES FRONT ELEVATION SCALE: 3/16'=l'-0" PLUMBING NOTES 1. PROVIDE PLUMEM FDCTURBS, AS SELECTED BY PRACTICAL COLNST. COMPLETE WITH AiL TRIMTRAP$, STOP VALVES, SUPPLIES AND-- I ALL PLUMBING SHALL BE 9 STRFGT ACCORDANO WITH STANDARD PLUNBM OODBB AND LOCAL ORDINANCES. 3. SOIL. WASTE AND VENT PIPING SNAIL BE SCHEDULE 40 PVC. 4. ALL WATER PIPING SHALL BY TYPE "L' WITH 9S-5 SOLDERED TONTB OR C.P V.G S. COPPER MPIINO U14DERGROUND AND IN CONTRACT WITH DISSIMMAR METALS SNAIL BE COATED WITH TAR ENAMEL AW WA-C-M OR EQUAL 6. PROVIDE DOXVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND II10i SM INSTALLATIONS. 7. RUN ALL MIN COiNCBALBD IN WALL., FLOORS, ABOVE CNILIN S OR BffiAW (BLADE. 8. VERIFY ALL ROUCHI IN RBQUIBBMSNTS WITH THE FUTURES THAT ARE SELBCIBD 9. COORDINATE ALL WORK WITH TRADES. 10. PROVIDE FULL SEES PIPING FROM HOT WATERPAT WALVETOEXTBRiIOR. 11. WATER PIPDTO RUN THROUGH CONCRETE OR MASONRY SHALT. BE WRAPPED WITH I04& VINYL PLU11BIINCT TAPE. _ 12. HOT WATER PPDNG SHALL BE DISULATED IN ACCORDANCE WITH COUNTY WIDE BMW COLS 13AO GALLON WATER HEATER. 14. TANK TYPE WATER CHABBT VOLUME 1.5 GALLONS. 1S. WATER -FLOW RATE. SHOWER HEADS 2.3 (WM PRIVATE FACLnW 228 GPM I& PL L 0M MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE! WHERE DRAT NS ARE TO BE INSTALLED 17. THMMAL E 9 PANSBDN P 07MICTIM 18 REQUIRED WHEN THE WATER SERVICE 2 BQU WED WITH A BACKR OWN PfREVEN i IU MMIL IL ALL BACKPLOWN PREVENTION DEVICES ARE RBQUIRBD TO BE'I>E$18D AND TEST RESULTS SUMMED TO TTE BUILDING DBPARTME TI' BEFORE THE CERTIFICATE OF OCCUPANCY IS IS SUM 19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCES IV ABLOVB THE PLOOR I NCLDIDBNG BLBCTRIC WATER HEATERS. FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITHL USIM OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE POO I NG, SLAB. LAINDM AMID STEPS, A$ GRADE REQUIRES. IF CONFLICTS BETWEEN EJQS'TI NO SITE CONDITIONS AND APPROVED PLOT PLAN ARISE OONT'ACT BUILDER. 1. PREPARE SOIL TO RECEIVE 4' CONCRETE SLAB W/ WIRE MESH OVER 6 MI, VAPOR BARRIER AMID CLEAN, WELL COWACIM 711111M I TB TREATED FILL. 2 ALL FOOTINGS TO BE 16-W X 8' D WR 03 REBAR 0ONTINUIOUS (UNLESS NOTED} 3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12' W X 2V D W/ 2 # S REBAR CONTIINUOUS (RACE UPLIFT MAPPING OR ANCHORS AS MAYBE REQUIRED PER COIF. 4. ALL COMM PAD TO BE 24' X 24' X12" W/ 3- M REBAR EACH WAY (UNLLESS NOTED} S. ALL THICKENED EDGE SLABS TO HE 12' lY W/ (1) 05 RBBAR, 6.THILC7CEINBD SLAB AT FLOOR ELEVATION CLANGS 15 TO BE 8' D X IC W!2 -S REBAR CONTINUOUS, 7. FILL CORE WITH CONCRETE AND PLACE (1 B REBAR VERTICAL FROM FOOFTDNG TO'TTB EAML L P?PAi SLAB AT GRADE AT 1' IN IV TYPICAL (IN DBBCTION OF ARRO n 9. RECESS FLOOR SLAB 3/4' AT ALL SLIDING (RAN DOORS AND ECTEDID SLAB I Vr PAST B OCSFAC L 10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 1/2" PAST BLOCS FACE. 11. SUNKEN SHOWER TO BE 4' CONCRETE RBCBSSED SLAB W/ 6X6 010 W.W. MESH (OR FBERMESM 12. AIR OONDMONBR COMPRESSOR PAD MALL BE 3'X4'X4' PLACED V PROM WALL, TYPICAL OR AS RAMS. 13. ALL STONE OR BRICK V11NBBR FOOTINGS TO BE 22' W X 10" D W/ 343 RBBARS OO T24UOM 14. ALL FOOTING FOR 2 STORY TO BE 2V W X 10' D W/ 345 RBBARCONInNU(M 13. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES REARM TO BE 20' W x 201 D W/ 3- /S RBBARS (MACS UPLIFT STRAPS HE ANCHORS AS MAYBE REQUIRED PER CODE.) 16. THICIMNED SLAB (BELT. FOOTING) WHERE AT HEARING WAIL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL 8E A MBL 16" D X 16' W CONTBEIOUS. 17. SOIL. BEARING CAPACITY SMALL HIE A MEN. OF 2000 PSF 9 NOT, NOTIFY MI IINEER D EAT L.Y POR REVIEW OF POUINDATMN DES= 18. 7 MMIITB SOIL. PROTECITON TO BE PROVIDED BY REC$STlLtiID T AMICIDES. WOOD NOTES 1. ALL FRAM M MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES BQUAL TO OR BETTER THAN TEpSB GIVEN BY THE SOUTHERN FINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINB NO.2 (M11NIDMUM ALLOWABLE BEiNDIM 81RES$-1290PSIPOR SLN(IE MEMBERS USES AND 1400 PSI FOR RBPBTTITVB MEMBER USES. boom <E$ OF ELABTuff-1600,00 PS9 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL LEE PRESS URB TREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SBCURELY PASIBM 10 7SM SUPPORIHNG WALL OR BEAMS WITH H URRIICANE CUPS CIE ANCHORS AS NOTED. 4.PREFABRICATED WOOD TRUSSES ENTAIL BB DESIGNED I N ACCORDANCE W11H THE LATEST EMION O F TER"NATMAL DBSHG N SPECIFICATION[ FOR STRBIS 11-GRADE LUMBER' AND TTS PASTEDBRS AS BY THE NALTIONAL PORWr PRODUCTS ASSOCTAMME S. TRUSS MANUFACTURER SNAIL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN EN13111 EER SEAL FORAPPRONAL D1IE$ION NOTES ARE TO IINC LUDB THE RATED LOAD CAPACX'TY OF THE CONIWTOIRS USED TO SB(.URB THEMEMBERS, CER1>FI ATlOi OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTII,IZING THE CONNNEC,'TORS SYSTEM PROPOSE 7. BRIDGED( FOR PREENGINEERED TRUSS SHALL BB A$ REQUIRED BY TRU88 MANUFACTURER IIN ADD[IION TO MEMBER SHOW OIN DRAWL NM L ROOF DECKS SHALL. BE Ur PLYWOOD CIE 088 FOR FBERO.ASS SHMI E ROOFS AND SW PLYWOOD POR CONCRETE OR CLAY THE ROOPS. USE 8D NAILS WITH 6' SPACING AT ALL PANEL EDGIEB AND 6" SPACRiC3 D MtIGM7B SUPPOFM PROVIDE PLY (L,IPS AT UNSUPPORTED EDam 9. ALL WOOD FRAME DETAILS SHAM. BE IN ACCORDANCE WITH "NAITONAL DESIGN SPECLFIC'.ATIOM FOR WOOD 4STRUICT111OWLATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLB$$ DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 10. ROOF LIVE LOAD - 20 PSF. RCAF DEAD LOAD- 20 PSF 11. GABLE ENDWALL$ ADJACENT TO CATHEDRAL CEILINGS ARE RBQUIRBD TO BE CONTINUOUS FROM[ FLOOR TO ROOF DAPHRAOL GENERAL NOTES 1. BUILDER WILL VERIFY ALL DLMI3NSIONS SHOWN OR IMRM BEFORE STARIBNO ANY WORK. I BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUIUMM HAVING 3.IT 2 THE CONTRACTOLtB SOLE TO DETERMINE BRBCIHO PROCEDURE AND SEQUBNM TO INSURE THE SAFETY OFTM BUILDM AND COMPOINMU PARTS DURING BRBC!T1ON THIS INCLUDES BUT 18 NOT LIM111'ITED TO THEADlOfn N WHATEVER TEMPORARY BRACING, GUYS, OR THE DOWNS THAT MAY BE NBCHISSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL RBMAIN THE PR OPESUT OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT: 4. ALL DLMEN$IDOTNS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIPIEDAND SHALL CONFORM TO THE ARICHITBICTURAL DRAWINGS, S. NAIL AND GLUE BUGIM THE WOOD BETWEEN THE DOOR JAM® AND THE WAIL 6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WITENTAND THE DESIGNED WEND CAPACITY. 7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABffi8 ATTAQPD LISIM MANU]PACTURER, PERFORMANCE CLUACTERNTICS AND CBRTIIFHCATIO N THAT THEY HAVE BEENTHE141ED. LABELS MUST SAY ONUNIIL. THE FINAL INSPECTION. S. WAIL SIDIING. JNCLUDLNO BRICK FAW%X k PAINTED BLOCK OR STUCCO. MUST END 6 INCHES ABOVE THE GROUND 10 ALLOW FOR FUTURE TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARB SAM OR APPLY A PLASTER-I.IKE FBOSH LMS THAN"INCH THICK DILtBCILY TO THE FOUNDATION[ WAIL 9. ANY GLAZING WITHIN 36' HORIZONTALLY AND BELOW 6V OF THE STAM MG SURFACE OF BATHTUB, SHOW RJWANrC-. SHALL BE SAFETY GLAZED. 10. BATEROOM[ VENTILATION MUST BE .I,Y EXHAUSTED TO BUILDIN(} R 11. BQUIPMEMT Dll$OOINlNBC.T MUST BE WITHIN SIT L. 12. THE 11WPMEW SERVICE PANEL MUST BE LOCATED WITHIN 040 - OP ATM ACCESS, IF THE AiR HANDLER UNIT I$ BN THEATTIC. 13. A FLOAT $WITHAL TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVIM TO ALERT THE ROBE OWNER THAT THE CO ENSATION DRAIN IS STOPPED UP MUST BE ENSTALL.BD IF THE AIR HAINDLERRUNII' Its INTH EATITC, 16. ALL MECHANICAL BQUI M 1W INCLUDING A/C CONDENSERS, POOL. FILTERS AND POOL BEATERS SMALLER SECURED TO RESIST LOCATION WIND LOADS. MAeoNRYNOTM- MASONRY/CONCRETE NOTES 1. ALL MASONRY IS TO BE 8' HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WT1H A MOINIrIU M COPRESSM STREN TH OF 1000PSI, 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE R, VIM A Ml OGMUM[ COMPRESSIVE STRENGTH OF 2500PSL COINORVM N07M 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE, SIRE NO'1H OF 3000 PSI AT 28 DAYS. 2. ALL REWMC B40 STEEL. TO BE NEW DOMESTIC! DEFORMED BRIM STEEL CONFORM M TOA9IMA-613 GRADE 40 ffiC(RPTTHAT TIES MAYBE DOMBS'17C STEEL C OMORM M TO ABTM A-613 GRADE40. 3. WELDED WIRE FABRIC SHALL CONNFORM TO M183. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGSALEEVESANCINOR BOLTSANSERT'S,F1rG AS RBQ M= ElY OTHER TIRADE$ BEFORE CO 41 RBTB IS RACED. NO SILEEVEOMMM PR I NBSBRTS MAYBE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE ARCHITBCT' AND SHOWN ON RHO! DRAW[NM S. ALL RBLBFORL'= DETAXES TO CONFORM TO'MANUEL OF STANDARD PRACTIBCE FOR DBTARMI REINFORCED OOCRB18 ST]UCTURES. ACL 313, MA M DETAILED OTHERWISE ON STItUCT`URAI, DRAWINGS. 6. PROVIDE SP TS,ETC. AS RBQUI RED TO AND SUPPORT ALL R»+ORCM IN PLACE. 7. PROVIDE CORNER BARB FORALL1100IT L L ALL FOOTING DOWEL. BARB SHALL HAVE A STANDARD 90 DEGREB BEND AND SHALL BE EMBEDDED S INCHES DI OMCA FOOTINGS AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL. BARS LAP VERTICAL WALL A MBfUlU [ OF 23IINAE$. 9. GABLE ENDWALL$ ADJACENT TO CAMERAL OIL.Zr IS ARE REQUIRED TO BB OOTI'BNUOCIlB FROM[ FLOOR TO ROOF DLAPHRAC*L =v G Q C.` J !n W 0 O0 �Q LL J LL _J 4� WALL O.A.H. KCVICW DATP �o P Pry OF ZEp�Y'R J 17 Cq�,S� E;;q�4f,1,rE � 's jr�i< , ILJA BUILDING CODE, Oi©�p LEC�I, �EVAILiN"VC SCODS C CTY n�zpNyRDINANE� Hus 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 SCALE 3/16 -1 0" dEET 00 a 160'-0' 5'-4' '-4' 11'-8' 15'-8' -0' L 8'-10' UNIT 10-1 JUNIT 10-21 JUNIT 10-3 UNIT 10-41 1UNIT 10-5 JUNIT 10-6 UNIT 10-1 UNIT 10-2 UNIT 10-3 UNIT 10-4 UNIT 10-5 UNIT 10-6 3 BR AREA 2 BR AREA 2 BR AREA 2 BR AREA 2 BR AREA 3 BR AREA 1435 SF LIVING AREA: 1267 SF LIVING AREA: 1267 SF LIVING AREA: 1267 SF LIVING AREA: 1267 SF LIVING AREA: 1435 SF LIVING AREA: 279 SF GARAGE AREA: 263 SF GARAGE AREA: 263 SF GARAGE AREA: 263 SF GARAGE AREA: 263 SF GARAGE AREA: 279 SF GARAGE AREA: 115 SF LANAI AREA: 96 SF LANAI AREA: 96 SF LANAI AREA: 96 SF LANAI AREA: 96 SF LANAI AREA: 115 SF LANAI AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: UNIT TOTAL: 1872 SF UNIT TOTAL: 1669 SF UNIT TOTAL: 1669 SF UNIT TOTAL: 1669 SF UNIT TOTAL: 1669 SF UNIT TOTAL: 1872 SF 10,420 SF TOTAL AREA UNDER ROOF: 0 SCALE 3/16 —1' 0 " '-4' C DEAN ROOF HEIGHT FIBERGLASS SHINGLES BERGLASS SHINGLES El El El F-1 El El El El El El El FRONT ELEVATION 12 a Al A- iu_n. 10,_n. o—n. 11101 t9V_e• 17r—!Y 111—n. III—Q. ?A' —Al i[S r LPI�l ]Hc q IT .oa REAR ELEVATION 12 4 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 12 14 SCALE 3/16 —1 —0 m WALL O.A.H.qr- n -=xu Ll , I —J dEET j , UNIT 10-1 JUNIT 10-2 UNIT 10-3 UNIT 10-4 JUNIT 10-51 JUNIT 10-6 dEET 4 . SCALE 3/16 —1 0" 160'-0" I 0 Q0 0 I co 11'-4" -T� 11 7'-4„ 7'-4" 7'-4" 7'-4„ Alz GM TRUSS am TRUSS �911 ORDER TRUSS WKR TRUSS GIRMR TRUSS GFM TRUSS Ni I I I I 1 18'-4„ 17'-8" 17'-8" 17'-8" 17'-8" 0. 18'-4 S EET 5 1 : I �Y CERT� THAT I HAVE RLrVIEWED THE ATTACHED PROJECT NAME: WALNUT GROVE � WAYNE BUTTERFIELD DESIGN AND FOUND rr TO BE IN COMPLIANCE WITH TEE 2014 (STE. EDITION) FLORIDA RESIDENTAL BUILDING CODE, [JOBFEC 2014, & ASCE 710. T LL ROOF PLAN ADDRESS. DAVID W. s PE BUII.DER. BAILEY CONTRACTING, C , � � ors, ► >> >> 4408 Court St. SCALEJ/1 6=1 - 0 "N wALLASTON DR. LIC.# PE 53M DESIGNER: LARRY DEMONTMOLLIN Zephyrhills, Fl. 33542 DADE CITY, FL. 33525 PH. 352-521-0865 5 S ui N UNIT 10 JUNIT 10-2 UNIT 10-31 JUNIT 10-4 UNIT 10-5 UNIT 10-6 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 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. METER CAN BY ELECTRIC UTILITY CO. O AMP 2 _ �. G dO THW AL �N ��p Rq�p� RVICEEBY FLUE U UTY Co. TO COLD WATER LINE 5/8' X 8' GROUND LINE (PASC0 CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) SCALE 3/16 )) =1' 0" S of dEET 6 , __-1- .LL It I it I I -- -- 25" REBAR LAP DISTANCE 25" MIN. LAP 25" MIN. LAP PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) LINE OF LOAD PATH 30 YR. DIMENSIONAL SHINGLES ON 301 FELT PAPER ON 5/8' O.S.B. OR PLYWOOD w DRILL & EPDXY SET #5 REBAR. - FOOTING 12 z 4� o a .4 CONT. ALUM.- C.M.U. WALL a DRIP STRIP \ oo a 6 ALUM.. �� m (1) 15 DOWEL - (1) #5 DOWEL � a FACIA R- 30 BLOWN INSULATION� IN CORNER IN CORNER I- ............... -1/OCKDOWN CEILING CEILING BOARD W/ KN ALUMN. SOFFIT ---- 1-0" SIMPSON HETA20 i --8' X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR NOTE: POURED LINTELS WILL BE 3000 psi CONC. \-8" X 8" PRECAST CONC. LINTEL ABOVE WINDOW &DOOR OPENINGS Luv_u -SINGLE HUNG ALUM. CONTINUITY OF FOOTING WINDOW (TYP.) & FOUND, WALL REIN, DETAIL g REMEDIAL REPAIR -FOR DOWEL DETAIL ALL E FILLED BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL CORNER CONTINUITY & WALL R E I N F O R C M E N T �= N.T.S. TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) 3/4 - 1 -0 BELOW GRADE °O 3/4' = 1'-0' MARBLE SILL CEMENTITIOUS FINISH 8' CONC. BLOCK WALL FlL �5 VERT. IN - \ �--1/2: GYP. WALL BOARD ON L CELLS 3/4 P.T. FURRING STRIPS W/ #5 DOWEL TO MATCH AFOIL R 4.2. VERTICAL REINFORCING " � OAEDGESSTEN R� O.C. 0 FlNEID /k 4a 0 CL ALONG NAILER VERTICAL MINIMUM LAP -- 4 CONC. SLAB 2500 psi w/ R-30 BLOWN/BATT INSULATION (MIN.) FlBERMESH OR 6x6-10/10 W.W.M. TOP PLATE — 4"X4" INSPECTION PORT AT REINF. AND VAPOR BARRIER 1/2" GYP. WALL BOARD EACH FILL CELL TYPICAL a-----1/2' GYP. WALL BOARD a, ;co _ "a I —III—III=1 —III= 2X4 STUDS 016' O.C. Z STANDARD 90' BEND i t=1 11=1 11=1 III-III-� I I -I i- (2) #5 CONTINUOUS FOOTER I= N I I -III I I -I =III —III —III -I \� 6 MIL VAPOR BARRIER NOT: �i 2x6 NAILER BELOW SHEATHING ENM TRUSS -I II —I II I I III- -III=III-III- MID POINT BLOCKING o0 FASTEN ALONG VALLEY W/ 10d NAILS 0 4 ' D.C. I I=1 I I=1 I I=1 I=1 I I=1 I -I 11= -III=1 I I=1 NOT REQUIRED CLEAN, POISONED AND COMPACTED SOIL. 12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC - SECTION @ VALLEY —SET ATTACHMENT 3" CLEAR. NAIL GUN 8 NAILS -- 2X4 P.T. PLATE 3/4" = 1'-0" 0 24 O.C. �OR EQUAL) 6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER TYPICAL WALL SECTION 3/4' = 1'-0' LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL plf 2'-10' 1'-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 11'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 11'-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 4 TYP, INTERIOR NON -BEARING WALL 3/4' = 1'-0' 24" MIN. LAP 01 4'-0" MIN. 4'-0" MIN. 5/8'1 HOUR FIRE RATED PLYWOOD SHEATHING 5/8'1 HOUR FIRE RATED PLYWOOD SHEATHING 3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE - -- - PRE-ENGINEERED TRUSSES 0 24' O.C. MAX.: 25' MIN. LAP 01 FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C. TWO (2 LAYERS OF 5/8' TYPE "X" DRYWALL TYP. EACH SIDE TRUSS FELT FROM OP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING 5 REINFORCING BAR IRV 5 LAP SPLICE v 3CEILING ARD w TS INSULATION OBLOWN 2x4 BLOCKING -- 1 2' / KNOCKDOWN CEILING 10 PT 10• 8' X 8' KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR R 2" 1 HOUR MASONRY WALL Simpson Strong -Tie 15 REINFORCING BAR — 1 HOUR COMMON WALL H E T A 2 0 REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. A.C.I. STD. 90. BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR FIRE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. INTERIOR FIRE COMMON -WALL SECTION BENDING REBAR LAP & BENDING DETAILS C 3/4' = 1'-0' = 1'-O• FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED �j DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2014 PROJECT NAMI : WALNUT GROVE I WA�iTNE BUTTED LD ("R EDPITON) FLORIDA RESIDENTAL BUR DING CODE, r JOB ADDRESS: FEC 2014, AS"S DAVID W.. SNIITH, PE BUILDER: BAILEY CONTRACTING, LLC 4408 Court St. 9909 WALLASTON DR. LIC.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN ZephyrhUls, Fl. 33542 DARE CITY FL. 33525 PH. 352-521-0865 SCALE- ASNOTED dEET Sl -- 4" CONIC. SLAB 3000 psi w/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER \ a •a 4 \ 00 a \ Aa 1, STANDARD 90' BEND III= Z 1= = I _= (2) 15 CONTINUOUS FOOTER = N 11= 11=1 • — =1 11=1 11=1 11=� \� 6 MIL VAPOR BARRIER - 11=III=III=III=III=11 III=1 —III—III=1 CLEAN, POISONED AND COMPACTED SOIL 1 2" REBAR CHAIR IN FOOTING 3" CLEAR. 0 1 20" x 12" MONOLITHIC FDN. 3/4" = 1'—O" 30" (4) #5 CON'T. Et 30*xVxl2' DP. (4) 15 E.W. 5 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'—O" (1) #5 VERT. IN FFILL CELLS #5 DOWEL TO MATCH VERTICAL REINFORCING W/25" MINIMUM LAP 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL ~ a a a 12" 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 I-1 1 1-1 11-1 I I STANDARD 90 BEND:'1111 (2) #5 CONTINUOUS FOOTER'S =III=1 I1=1I1=1 II�,I III11 IJI I R, BAR CHAIR IN FOOTING 3 CLEAR. 2 16" x 12" INTERIOR MONOLITHIC FDN. 3/4" = 1'—O" PONn, P�AM, 7srAvn�n NOOK, CLEAN, POISONED AND COMPACTED SOIL. 111 1. ■ I- - 1 I 1 1.. " THICK CONC. SLAB 1/ 6x6-10/10 W.W.M. IN 6 MIL VAPOR BARRIER _I (2) ¢5 CONTINUOUS 8" 4„ sl 3 16" x 8" MONOLITHIC FDN. 3/4" = 1'—O" M-NCAINM�n 1r"U55 �TA 51RAP •��' :s�_ '.h •�• :.. `] •.i 1, �' .�_ .•.:ti.. +• •/.� f'*•� 7' 25" I.PP MIN, •♦y O • ♦. f. .. ,.tom. .• •. .. a. 3 • �'« �,� � � ..r _.. :r ;' j � • „ �yry�A.fir!•////'./yyy►����,,r�/' •i. 1' ]. 1•♦1 . •: Ay./� {: !IV/IIN •�J ♦ •Y :•' r. t VIWII R/1 5f Y `I V AV 1 NOOK, 6 ONE_ STORY MASONRY WALL LOAD PATH 3/4 = 1 —0 11 • FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN • DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2014 PROJECT NAMIE' : WALNUT GROVE WAYNE BUTTERFIELD • - ,: (SI'$ EDITION) FLORIDA RE3IDENTAL BUII.DING CODE, JOB ADDRESS: Z°14, ASCE 7-1°• BUILDER: BAILEY CONTRACTING, LLC 4408 Court St. DAYM W. SMITH, PE "09 wALLASTON DIL Lic.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN Zephyrhills, Fl. 33542 DADE CITY FL. 33525 PH. 352-521-0865 VWf"ICAI. MINF0P,-,CW%f IN GPOUTn C�1,I. cl,�Avqff kWuIM-,,n F0k, Gk.our I,iFr 5 Fr, uNL�ss F0011NG nOMl.I. IS NOi P�QUIP�n, - FOOV" P� (2) l 81 1 1 >-41, 4 16" x 16" STEPDOWN 3/4" = 1'—O" THICK CONC. SLAB 6X6-10/10 W.W.M. 1 6 MIL VAPOR BARRIER SC LE - AS NOTED 1_j_I I _ I —I - EET S2 . COMPONENTS AND CLADDING 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (NOMINAL) 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 / -38.2 PSF +33.7 PSF / -36.7 PSF +31.6 PSF / -34,6 PSF +30.0 PSF / -33.0 PSF +26.3 PSF / -293 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 EXTERIOR DOORS & WINDOWS 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, 5 ft. T 0 5 ft. COMPONENTS AND CLADDING 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) 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 +29,3/-29,3 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 > 27 TO 45 30 +32,3/-41.2 PSF +31,4/-39,4 PSF +30.2/-37,1 PSF +29,3/-35.3 PSF NOTE, 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. 4 ft. 4 f t. O 4 f/CO 4 ft. O O 2 \44 � 2 O 2 � O O 4 ft. O 4 ft. 4 ft. O 0 (:D 4 ft. / 5 ft. T O 5 ft.\4 ft.O2 RGGE NAILING SCHEDULE 00 4 ft. ft. 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 IiIl�[I ►L91►[Il►►l"11►1131 1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE 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 $ 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 ICI