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Home My WebLink About37728-37738 Prairie Rose LpMEAN ROOF HOGHT FRONT -ELEVATION 41081111 , PLUMBING NOTES 1, PROVIDE PLUMBING FIXTURES. AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIm TRAPS, STOP VALVES, SUPPLIES AND ESCUTCHEONS, ............ ............ ...... .................... 2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITI-I STANDARD PLUMBING CODES AND LOCAL ORDINANCES. 3SOIL WASTE AND v�,.N Parent Approval Manufacturer Categp!�y Subcategor App/Seq # Product Model # oi- Name 1 Model Description "L" 4. ALL WATER PIPING SHALL BY TYPE WITH 95-5 SOLDE Exterior Doors Swingi.ng Ext. Door Opaque Fibergjass Door Entry Door 5,C PIPING U tSSIMILAR. METALS SHALL BE COATED WITHTAR ENAMEL AWWA-C-203 I Exterior Deors Swingivig Ext. Door Assemblies; ppaque Fibe-- lass Door G lazed Fiberglas,; Door OR EQUAL. Ft. 15 27 9-R I C"1011ay Building Product', Co anv :�'!\411 Exterior Doors Sectional F-d. Door Assemblies 6. PROVIDE INDIVIDUAL WATER STOPS AT ALI, WATER CLOSETS, LAVATORIES AND KITCI FL I 549-R 1 Windows and Doors Windows Fixed Model 185PW Aluminum FI-3664-R3 ::Talriko Building Products Underlayrrients TW Underlaynient Self -Adhering Rubberized '14 THE FIXTURES THATARE SELECTED. FI-4968,11 it Gitar ian Building Products -Ashle, Panel Walls Soffits 16- Q.iAqd y��Lq Q,,,,4 Aluminum 1`1_971,92�R5 'At fAq Roofing Corporation Roofing Asphalt Shingles Stom.-IMaster Shake Fiberglass Rei nfbrct�cl LOT WATER P&T WALVE TO EXTER 0 Structural Components Wood Connecugs-A�wahors !LSUU210 Adjustable Hanger -TE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLI 7MBING TAPE. . .................. Structural Components Wood Con rectors Anchors ;HETA I Etribedded'Truss Anchor 12. I40T WATER PIPING SHALL BE INSULATED IN ACCORDANCE WIT14 COUNTY WIDE ENERGY CODE. FLI 1473-R2 Simpsnon Strojig-Tie Co, Structural Components Wood Connectors Anchor,-, META Ernbedded'Truss Anchor 'R ME 0,40 GALLON WAIT -ATER. Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors I" illipson Co. Structural Components \Vood Conriecto-,N.Anchors 15. WATER -FLOW RATE. SHOWER HEADS 15 GP - --------- ----- ----- SiMmon Sti-ong-Tic Co. Structural Components Wood Colinectots Anchors StrapTics 16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL, TO BOX OUT ARE, AS IN CONCRETE WHERE, DRAINS ARE TO BE INSTAI.I.T--,.D. np o.nSuong-TieCQ. Structural Components :Wood Connectors Anchors 11 LSTA 12 -)N PROTECTION IS REQUIRED WHEN THE WATER SERVICE ISEQUIPPED WITH A. BACKFLOWN PREVENTION F CE. FL I 1473-R2 z: Sinipson Strong -Tice Co Structural Components Wood Connector-, Anubors H2.5 TruKz Tic 'EST RESULTS SUBMITTED -1-0 THE BUILDING DEPAR.- I ENT NOTE 23P FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER. DOOR MANUFACTURERS SPI.-',CIFICATIONS. 13EFORE THE CERTI FICATE Of OCCUTANCY I S I SSLIE D. 19. IN 6ARA03 ES ALL, WA T'ER HEATERS SHALL B E ELEVATIED TO ENSURE THATTHE LOWEST IGNITION SOU RCE INCLUDING ELECTRIC WATER HEA TERS FOUNDATION NOTES GENERAL NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJ UST CONCRETE FOOTING, SLAB, LANDING, AND 1. BUILDER WILL. VERIFY ALL.D131,1ENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. STEPS, AS GRADE REQUIRES, IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE. CONTACT BUILDER. 2. BUILDER WJLL COMPLY WITH ALL BUILDING CODES BOTH'STATE AND LOCAL. AND COMPLY WITH ALL LOCAL AUTHORITES HAVING JLMISDICTION. 1. PREPARE SOILTO RECEIVE 4" CONCRETE SLAB W/WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WET-1, COMPAC-l-TED.TER11111TE 3AT IS THE CONTRACTORS SOLE, RESPONSIBILITY TO DETERMINF ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE TREATED FILL, BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TFTVtPORARY 1 ALL FOOTINGSTO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED). BRACING, GUYS, ORTHE DOWNSTHATMAY 13E NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN T14E PROPERTY GENERAL STRUCTURAL NOTES -ONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS 3ALL TIUCKENED SLA13S (BELL FOOTING) TO BE 12" W X 20" D W/2- # 5 REBAR C OFTHE CONTRACTOR AFTER CO.-MPLETION OFTHE PROJEC"E AS MAY BEJZEQUtRED PER. CODE). 4. ALL DIMENSIONS AND ELEVATIONS SHOWN- ON THESTRUCTURAL DR_AWTNGS SHALL BE VERIFIED AND SHALL CONFORM ToTHE THESE PLANS MEETTHE _fMlNiMUM REQUIREMENTS OF THE 5TH. EDITION (20,34) FLORIDA RESHAENTIAL BUILDING CODE, 4ALL COLUMN PADTO BE 24" X 24" X12" W1`3- 45 REBAR RACH WAY (U.-N-LESS NOTED-)- ARCHITECTURAL; DRAWINGS, FEC 20W, & ASCE ?-.10. 5. ALL THICKENED EDGE SLABSTO BE 12" 12" Wl,'(1) 45 REBAR, 5. NAIL, AND GLUE BUCKS, THE WOOD 13ETWEEN THE DOORJAMB AND THE WALL. 67HICKENED SLAB Air FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS. 6THE VIULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WIFFHSTAND THE DESIGNED WIND CAPACITY. 1. CONCRETE SHALL 14AVF A MINIMUNT COMPRESSIVE STRENGTH OF 2.000 PSI (UNLESS NO-fED OTHERWISE) @ 28 DAYS. 7. FILL CORE WITH C O`NCRETE AND PLACE (1 445 REBAR VERTICAL FROM FOOTING TO TIE -BEAM. 7. WINDOWS AND GLASS DOORS MUSTMEETTHE IMPACTSTANDARDS, Wf-NDOW,?%IFGR MUST HAVE LABELS ATTACHED LISTING 2. STEEL REINFORCEIMENTSHALL HAVE A MINIMUM YIELD STRENGTH OF40,000 PSI IN ACCORDANCE WITH ASTM A-615, MANUFACTURER, PFRFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEENTESTED. LABELS MUST STAY ON UNTIL 3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTMI C90 9. RECESS FLOOR. SLAB 3/4" AT ALL SLADING GLASS DOORS AND EXTENDSLAB 1 1/2" PAST BLOCK FACE. THE FINAL INSPECTION. OR C14511,900,PSI MINIMUM, K EXTEND SLAB EDGE ATEXTERIOR DOORS 1 1/2" RASTBLOCK FACE. WALL SIDING, INCL.UDING BRICK FACIN6. PAINTED BLOCKOR STU,CO, MUST ENf.) 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE 4. GROUT. IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCHSLUMP 2,000 PSI AS PER ASTM. C476. 11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLA13 W/ 6X6,,710 W.W.MESH (OR FIBERmESH), TER MITE INSPECTIONS. THE CONTRACTOR CAN PAINTTHE BARE BAND OR APPLY A PLASTER-L[KE FIN-IS14 LESS THAN 5,19 INCH THICK 5. MORTARJF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C270. 11 AIR CONDITIONER COMPRESSOR PAD SHALL BE YX4'Xiei" PLACED 8" FROM WALL, TYPICAL OR AS PLANS, DIRECTLY TO THE FOUNDATION WALL. 6. THE DUTE.R FOU-N.-PATION, BARS SHALT, BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCF, 0. ALLSTONE. OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 345 RE13ARS CONTINUOUS. 9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60"OFTHE STAN-DING SURFACE OF BATHTUB, SHOWER.SPA,ETC., SHALL BE WITH 2023A OF THE SSTD 10-99. IN 130TI-I CASESTHE MINIMUM BAR LAP SHALL BE 40 DIAMETER Ll KE"WISE, THE BOND 14. ALL FOOTING FOR 2 STORY TO BE20" W X 10"D Wi345 RFAAR CONTTN-UOIJS, SAFETY GLAZE BEAM REINFORCEMENT SHALL, 13F CONTINOUS AROUND ALI-, CORNERS. 15. ALLTHICKENTI) SLAB (BELL FOOTING) W112 STORIES BEARING TO BE 20" W x 10" D W! 3- 05 REBARS 10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDING EXTERIOR. 7- ATTACH PLY'WOOD SHEATHING TO SUPPORTfNIG TRUSSES OR OTHER FRAMING WITH ('01MMON NAILS FOR GABLE (PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE,) 11. EQUIPMENT DISICON-NECT MUST BE WITHIN SITE. A, 4" O.C. ALONG EDGES OF PLYWOOD PANELS. 16, THICKENED SLAB (BELL FOOTING) W14ERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION, SI-LALL BE A -MIN. 12. THE EQUIPMENT SERVICE PANEL MUST BE LOCAXED WITHIN 0-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT is IN THE ATI-IC. B. 6" OC. ALONG FIELD OF PLYWOOD PANELS. 16" D X 16" W CONTINUOUS. 13. A FLOATswiTcH'I'o Smur DowNTHE UNITOR OTHER APPROVED DEVICETO ALERT THE HOME OWNER THATTHE CONDENSATION 8, PROVfDE4" X 4" CLEAN, OUTFOR ALL CONCRETE FILLED CELLS. AT THE BASE OF WAt L, 17. SOIL BEARING CAPACITY SHALL BE A MIN. OF 2000 PSF IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN. DRAIN IS STOPPED UPMUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC. 9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE #2 SOUTHERN YELLOW PINE (OR EQUAL 18. TERMITE SOIL PROTECTION TO BE PROVIDED BY f�-E(jlS'I'EREf)'f'ERMI'I'ICII.)ES. 16. AL L MECHANICAL FQUIPMENT INCLUDING A`C CONDENSERS. POOL, FILTERS AND POOL FLEATERS SHALL BE SECURED TO RESIST (FB= 1200 PSI) 1,,� 16" OC. UNLESS NOTED OTHERWISE), LOCATRON WIND LOADS. 10Al-L WOOD GIRDERS SHALL, HAVE. A MIN. OF (4) - )"X4" STUDS PLACED DIRECTLY UNOR-R. T. HE GIRDER AND DOUBLE PLATES. (10D NOTES WO MASONRY/CON-CRETE NOTES 11. PRE-MAN1.1"FACTI REDROOF TRI JSSES TO BE DESIGNED IN ACCORDANCE WITH THE., LATEST TPI DESIGN MASONRY NOTES. REQUIREMENTS. THE TRUSS TMANUFACTURER IS REQUIRED TO FURNISH ALL REAC11ON LOADS FOR DEAD LOADS, 1. At,[, F RAM INGMEMBF-2,RS SHALL 13E WOOD MEMBERS WITH PROPERTMS FQ_UALT0 OR BETTER THAN, THOSE GIVEN BY THE SOUTHERN LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND I)ETAILS Sl(',Nv-.,.D BY A FLORIDA PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS -- I NOPS' FOR SINGLE 1 ALL MASONRY 1STO BE 8" 14OLLOW UNITS SHALL CONFQRM 1-0 ASTM C90, TYPE N1, WITH A MNINIMUM COMPRESSIVE STRENGTH REGISTERED ENGINEER. MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODUILES OF ELASTICITY -1,600,00 PSI) OF 1000 PSL 12, EXTERIOR FRONTAND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPON17NNTS APE SUBMITIT�D 2. ALL, LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2, MORTAR SHALL CONFORM TO ASTM C470, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, WITRTHE "TECHNICAL. MANUAL" FOR INSTALLATION ANDTECHNICAL MATERIA L SPECIFICATIONS. 3. ALL ROOr RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALL OP BEAMS CONCRETE NOTES, 13- AILL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR. WALL SEGMENTS WITH -THE WITH HURRICANE CLIPS OR. ANCHORS AS NOTED. I ALL CONCRETE SHALL, HAVE A MINIMUM CO.I.ii,4PRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. DUR-A-WALL REINFORCEMENTEVERY OTHER BLOCK AS PER REQUIREMENTS OFTHE NATIONAL CONCRETE 4, PREFABRICATED WOOD'TRUSSES SHALL BE DESIGNED IN'ACCOR.DANCE WITHTHE LATEST EDITION OF THE"NATIONAL DIESIGN I 2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFOR2V1INGTO ASTM A-615 GRADE 40 EXCEYFTHAT MASONRY INSTITUTE. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENCjTI-1 OF SPECIFICATION FOR STRESS-GiRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE NXTIONAL FOREST PRODUCT S ASSOCIATION, ACTUAL SHEAR WALL WLI. BEDESIGNATED ON THE PLANS. TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTNI A-015 GRADE 40 14. ALL OPENINGS GREATFRTHAN 5 FEETTO HAVE 1-45 BAR. ON EACH SIDE OF OPENING AND FILLED WITH GROLJT IN 'S AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL. 5. TRUSS MITNIVIPACTURER SIIALL. SUBMIT SHOP DRAW. 16 3. WELDED WIRE FABRICSFIALL CONFORM TO A-] 85. OPENINGS GREATER THAN 12 FEET To l4A-V1_-_, 2-#5 BARS ON, EACH SIDE OF OPENING, DESIGNT NOTES ARE TO INCLtTDF THE RATED LOAD CAPACITY OF THE CONTNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION 4. CONTRACTORSHALL VERIFY LOCATIONS OF ALL. OPT-,N-'I'q(-S,SI,EE�TES,AN(-IIOR BOLTS,INSERTS,ETC. AS REQUIRED 13Y OTHER TRADES 15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITION'S IIN THE FIELD. OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED BEFORE CONCRFTE IS PLAC.E.D. NO SLEhVES,0PFN1IN(_iS Pit INESERTSMAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED By THE 16ANY CHANGESTO SEALED DRAWINGS MUSTBE APPROVED BY"'FRE PROFESSIONAL ENGINEER OF RECORD. 7. BRIDGING FOR PRE- ENIG fNEFREDTRUSS SHALL BE AS REQUIRED BY TRUSS -MANUFACTURER. IN ADDITION TO MEMBER SHOW ON ARCHITECTAND SHOWN ON SH(YP DRAWINGS. Lj 17, STRUCTURAL DESIGN CRITERIA: DRAWINGS 5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAILfNG REINFORCED CONCRETE STRUCTURES, A. BASIC WIN D SPEED- 140 IMPH 11108MPH 3SEC.GUST 8, ROOF DECKS SHALL 13E 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY ACI 315; IJNY - ESS DETAILED OTHERWISE ON STRUCTURAL DRAWINOS. BRISK CATEGORY 11 TILE ROOFS, USE 8D NAILS WITH 6" SPACING AT ALI. PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE 6. PROVIDE SPA(ERS,CJIAIRS,BU-,TS,F.T(,-. AS REQUIRED TO ASSEMBLE,PLACE, AND SUPPORT ALI, REINFORCING IN PLACE. APPLICABLE INTERNAL PRESSURE COEFFICIENT- WINDWARD PLY CTAPS AT UNSUPPORTED EDGES. PROVIDE CORNER. BARS FOR ALI, FOOTINGS. LEEWARD --'-.0. 18 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION. FOR. WOOD CONSTRUICTION" LATEST DESIGN AND FOUND IT TO BE IN COMPLIANICE WITH E 201 (5TH. EDITION) FLORIDA RESIDENTAL BUILDING COD DAVID W. SMITH, PE DRAWING PAGE INDEX SH-1 - ENGINEERING NOTES SH-2 - FLOOR PLAN SH-4 - FOUNDATION PLAN CITY EPHYRh/L CODE, AIVD PLAN Q I I P610 L :SCALE �~ ( � /\ | |- 3/16"_V-0)) ��]�/�1� | . .^_�- JUNIT 8-1 otl 8-2 UNIT 8-3 --------------------. - - ..__.... - -----...-......: UNIT 8-1 - ---- _- ---- -- -- - UNIT 8-2 - - UNIT 8-3--------- __ UNIT 8-4_—___._............._--------;-----------------__—UNIT _..-..---------------------------- 8-5 - UNIT 8—�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: 11267 SF _— LIVING AREA: 11267 SF LIVING AREA: 1435 SF LIVING AREA: 27�---�E..........._— ..............— GARAGE AREA: — — �263--SI=— — —---.....----___.......-- AEAREA. GARAGE — —---—--_........_.. 263-5�----- ,,. — GARAGE AREA. s263 SF GARAGE GA AGE AREA: 263 SF AREA: GARAGE A EA GARAGE RAE 115 SF AREA: AREA: S. LANAI AREA: 96 SF LANAI AREA: 96 SF LANAI AREA: 115 SF LANAI AREA: 43 SF _-...-----...__._LANAI — ENTRY AREA: —96 —SF-- ---- 43 SF --LANAI ENTRY AREA: —96. 43 SF ENTRY AREA: 1 43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF —__.._... ENTRY AREA: UNIT TOTAL: 1872 SF UNIT TOTAL: 1669 SF UNIT TOTAL: 1669 SF '� TOTAL: 1669 SIF TUNIT TOTAL: 1669 SF UNIT TOTAL: 1872 SF 10,420 SF TOTAL AREA UDDER ROOF. dEET SCALE 3/16 —1 o" .a,,�s iAl■lilNirlilNili[iiNlrfil[irllt�irlli rl 11 .-r1l AI MIAI■fi#Nl■Ii fnlfi# .. ■ _A 1111,1#�1111i iAlr Alrf >I � w � wl � >[nl� r �n iE r i � CIA � iN � >wM � >t � wn� w � >wl� �w � wtr rt � w�■� w� >tl� N w � rllt � w r >wlw� � � � wl�w r w �rn �tMltn � rrf. �Iw[i� r�N>r 1 ■ � w t wl w w t ■ w I � r [s � 1�■wuw I r� � w� w I Iw� w� Iw t wl � >� r I� [ It � !� � w [ rr wrr� �r t� � N I ■ �� r r�' w w � ■ wow t Il�lr�w � rM w I � rr r� rr r� � w�lw w w t rw w � tA�l rl �� irw��w �:■ � �w■ w��w�ww�w�twF.w� F r rat it■11iN1■II �■ IiIA Il A r�iiAnfitn�lilinl�N1■tiMlllrllil[i11t11fAi■fittinliln11rN1r1i1n11iA#rliiAlrtilAmill lilts..aw 1 1 it An NM�i�>IiHn i i 1 1 1 1 I i 1 I i i Ni■ i Nn l , . #II■ l AI■ NIr ll Ai■li « IItA____ # i [ i 1 t fi#A rail r1llA Aml NI■li Nn 1 An i il�r ! 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[ ... -... iJ - - .. .... .. . . . .. . .. - - IN-- 12 F 12 4 1 LEFT SIDE ELEVATION FRONT ELEVATION REAR ELEVATION 5 RIGHT SIDE ELEVATION 12 �'--• 4 SCALE 3/16 —1 o" 1"?1 1'-41 IG iiii it (A[3 li 6 A/G uG Ale : � ■ - -- 4 3'-4$■ ■ ■ 3°_¢r 3'-44 ■ � ■ 83,-4r &,-0, S I 4`0' L(D 4'-0' --- - ------ - ------- ----- - L05 5 L oz, A$SUPrIEE%y � .�.,.,�J 3<_4,J 3'-4° `�' `-4' M!O �--'-- _Ot-,1° AIIMEB Ei EY. M60 ASSUMILTI ELEV. MIO ASStED EL€V. a°-4 —at—a -6-4' -V -a• ■ - _ ■ ■ ■ ■ ■ --- - - ■ ■ ■ ■---------------- - ■ ■ ■ ■ ■ .� ,..._ ■ 9 ■ ■ ■ ■ ■ ■ ■ ■ _ ■ o Lo r� 1 1 ASSUMED E D. ELEV. v-c ELEV. ELE1L ASSUMED ELEV. EiEV. o ID ■ ■ SHEET NOTES � MEET NOTES REF. DWG. S�-2 FOR DETAILS ■ ■ E 3■ ■ ® REF. DWG. S--2 FOR DETAILS ® If x 2a• MONCxlTHIC FOOTING W/ (2) 05 REBARS � � If x 2a' MONOLITHIC FDDTM W/ (2) 05 REBARS a 4° RECESS 'ma`s t ° • 2 x 2 !6' x ts' MOWWC F00NNG W/ (2) J5 REBARS `° I � RE SS � RE SS 4 REC S ss' x 18' Y{ fEXITHSC FOOTING / {z} KEBABS ( ; SHW FL 5NW i SHW L SHW i 3 It x Is' nHnc�cEN E w/ (z) 0 Ass ■ s2' x 1sR T#RE�EH ED(£ W/ (z) REBARS � � ■ E ■ � x 1 � � iIli-EDGE Wl (2) � �� 10 X le THIOM M W/ (2)15 REHAR s` x ss' THICIal EDM R/ (2)15 REBARS 5 e' x ss• ns Eoc �l {z) MARS W x 30' x If PAD W/ (3) #`a BARS EACH WAY � v,+ 7S;HW FL i � — SHIN FL � 3t1" x x It PAD W/ (3) 15 BARS EACH WAY aflYlE€ All STD. 6' IN FTG i o DCINki AQ Sib. BEND 6' IN f€G PRCYdMIE ?5' PROCi1tA# ABV. F.F. FOR LAP. ■ ■ PROVAIE 25 PRO ECTiON AB1! EF. FTJR LAP MT CELLS 5t�1D. D� it (7� "r D�f [) `� [DWI Doi C7w aus SWD. if it � AgN� O RC.a t C? o i p 0 tL 1t 11 it ZiD LtCL • U E� ru co 4 CONC, SLAB TAN, W/ F1F LOCATE WASHER ai;1'ER 2 WASHER DRYER WASHER Jk DRYER & DRYER FIELD LOCATEIVCDNC. SLAB MIN. W/ COMPRESSIVE STRENGTH OF 3,000 A/C CHASE 1 � � � � A/C CHASE AMP VE s1TIfNGTN DE 3 P.S.E. AT 28 DAYS W/ SXIS 10/10 VERIFY LOCAT10N VERIFY LOCATION P.S.I. AT 28 DAYS W/ W 10/10 WXM. OR BARRIER ON CLEAN, WE I W/ A/C TRADE o W/ A/C TRADE W.W.M. OR BARRIER ON GLEAN, KILL C WACTEO FILL TREATED FOR [AM COMIPACTEO FILL TREATED FOR TEBWES. EXIT 1' DEEP CONTROL p ■ ■ a v p TERNTES. COT IDEEP CDNT1 M JUNT EVERY 2V-I? EACH WAY AS AA JOltiT EVERY 251-O' EACH WAY AS REQUIRED. � � WH Rem• FIELD LOCATE FIELD LOCATE FIELD LOCATE A/C CHASE QA/C CHASE A/C CHASE a VERIFY LOCA'110N ■ VERIFY LOOCATION ■ FIELD LOCATE Vat" LQCATION ■ WASHER doDRYER W/ A/C TRADE W/ A/C TRADE A/C GHA W/ A/C TRADE WASHER k DRYER VERIFY LACATI ■ AM A/H W/ A/C TR A/H AM a ca s�o `{ I tD rQ ASSUM W RD, ASSUMED ELEASSUMED BEV. ASSUMED ELEV� - ' ; � SSDMIED ELEV.71 4_4! 4-4' 4-47 ASS M. ■ ■ —1 Lit a a i 3'-4' 8' j 2'-Q''-4' �'-0' 3'-4' 3°-41 2J_04 3'-4' 2'-0' 8' 3'-4' Ct' ASSUMED y_ At ■ ■; o -cr- R AIK ■ ■ ® - • ■ ■ - b ■ ■ ° 4 0 ■ ■ - - . o I ASSUMED ELEV. t ASSiMIED ELEV. ASSUidED ELEV I ASSiIMTED ELEV. t ASSUMED 13Ei+ f 0� 'CD a0 tX! 5 5 5 5'f> F_ s ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ G'w!'t4 �'-QI ------ S..'-R4 t J I I ) L & A f 4 / . 0-0-- g'"Q' 2ryt-01 .5`4' _,------------------ - 2 -0 9 -0 2 �-0 J`-Q'°--Q S -0 [21-0. 9 -0' 2'-0 L1 6 5 5 fi 6 12'-0' 18'-4' _ 7'-4' T-4' 7'-4' S'-4' 24'-0' 5'--4' 7'-4' 5'-47'-4' 18'-4' 12'--0' 34'-8' Ir =T8 li T --:2 IUNIT 8-_31 JUNIT 8-:4UNIT ,8 5� IUNIT 8- SHEET 4 FOR* I III:I�FII CEIt.'I`I�'Y 4T I I�.�,VE I�EVIE�'ED DESI(:',rN AND FOUND IT TO BE IN COMPLIANCE �.AOJ)D TH THE � PROJECT �. WALNUT +'I'D° ED[`CION) FLORIDA RESIDENT -ALL BUILDING C BUILDER: T F O DATION PLAN JOB * FEC 2{#1 4R _A.SC;E 7—IOa ' ,\ I.I�....e. CONTRACTING, AVID W. SMITH,, PE IN ��4408 r SCALE3/16 - - Zephyrh1 DADS CITY, FL. 33525 PH. 352-521-0865 - - _ 160 - 0 1 SCALE 3/16 —1 0" dEET J s r°na q ks UNIT 8-1J1 JUNIT 8-21 JUNIT 8-3 UNiT 8-4 NIT 8-5 UNIT 8-6 ELECTRICAL NOTES 1. ALL WORK SHAD BE IN STRICT ACCORDANCE NTH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK NTH 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,]HE 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 APPRO EQU 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C NTH A/C CONTRACTOR. 8. ALL. RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT, E AIMURF W MEO'UNT PANEL---i E�TIUTY CO. �Y EC�IC �4 C11. GROUND TO COLD WATER LINE 5 X 8' GROUND LINE ASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERNCEJOFFSET SIMILAR) SCALE 3/16 —1 o" cue dEET 6 T PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP) LINE OF LOAD PAIN —\ 30 YR. DIMENSIONAL SHINGLES ON 301 FELT PAPER ON 5/8" O,&B, OR PLYWOOD CONT. ALUM. DRIP STRIP 6" ALUM.- FACIA ALUMN. SOFFIT NOT: POURED LINTELS WILL BE 3000 0 CONC. ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE CEMENIITIOUS FINISH; �) �� T. IN 5 DOWEL TO MATCH VERTICAL REINFORCING W/25" MINIMUM LAP eW INSPECTION PORT AT EACH ALL CELL TYPICAL ---- - --- - z II=Ill-III-I =Ill=l11-111 C14� _�l1JII1l{iIIJ 3/4' = V—O' K- 30 BLOWN INSULATION 1(2" CEILING BOARD W/ OCKDOWN CEILING SIMPSON HETA20 8" X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR 8" X B" PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP,) PRECAST CONC. THIN THRU WALL SILL c 0 WINDOW (TYP.) MARBLE SILL 8" CONC. BLOCK WALL 1 /2' GYP. WALL BOARD ON 34" P.T. FURRING STRIPS W/ A OIL R 4.2, 4" CONC. SLAB 2500 pal w/ FIBERMESH OR 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER :v e I CONTINUOUS FOOTER 6 MIL VAPOR BARRIER CLEAN, POISONED AND COMPACTED SOIL. 12" REBAR CHAIR IN FOOTING 3" CLEAR. V utl f7 ,lust' "NW11 a on" 3 -& - 4 LAP SPLICE .V I1wm illlw— llt % # LAP SPLICE REINFORCING BAR A.C.I, STD. 90" REND REBAR LAP & BENDING DETAILS 1 -1/2' = 1'--0' W� N Q, m 3/4' = 1'—O' R-30 BLO'Po1~!/BATT INSULATION (MIN.) e TOP PLATE 1/2" GYP. WALL BOARD 1/2" GYP. WALL BOARD 2X4 STUDS 0 16' O.C. NOTE: MID POINT BLOCKING +� NOT REQUIRED CAST-IRON AUTOMATIC NAIL PN NAILS 2X4 P.T. PLATE 0 24 O,C. OR EQUAL) \ — 66 10/10 W.W.W. TYP, INTERIOR NON -BEARING WALL. 3/4' = V-0' 4'-0" MIN. 4'_0" MIN. 5/8 I HOUR FIRE RATED PLYWOOD SHEATHING 5/8 I HOUR FIRE RATED PLYWOOD 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, 3022. INTERIOR FIRE COMMON -WALL SECTION 3/4' = 1'-0' MOM 25" MIN. LAP S MIN. LAP CONTINUITY OF FOOTING & FOUND, WALL REIN, DETAIL 3/4' = 1'-0' FASTED! ROOF SHEATHING W/ Ild NAILS 0 V 0 M12' O.C. 0 FED & e O.C. ALONG NAILER W NAM BELOW SHEATHING —� FASTEN ALONG V..40 W/ 10d NAILS 0 4' Q.C. SECTION @ VALLEY -SET ATTACHMENT m 3/4" = 1'-O" NOTE THE ABOVE O£TAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPUED BY THE TRUSS MFGR. / ENGINU PRE-ENGINEERED TRUSSES 0 24" O.C. MAX, IREWALL TRUSS NTH VERTICAL BLOCKING 0 24" O.C. WO 2) LAYERS OF 5 8' TYPE "X" DRYWALL TYP. EACH SIDE ROM TOP OF MASON Y WALL TO UNDERS{DE OF ROOF SHEATHING ong-TIe DRILL & EPDXY SET #5 REBAR. FOOTING �co ° REMEDIAL REPAIR FO N.T.S. 11 LINTEL RATINGS LINTEL. LENGT CLEAR SPAN LINTEL_ pLf 2'-10' 1`-6' 1700 3'-6' 2'-2' 1700 4'-O' 2'-B' 900 4'-6' 3'--2' 900 5'-4" 4'-0' I 900 5'-10' 4'-6' 900 6'-6' 5'-2' 1200 7'-6' 6'-2' 800 8'-4' 71- 0' 650 9'-4' 81-0' 450 10'-61 93 -2' 350 ll'-4' 10'-01 450 12'-0" 10'-8' 400 12'-6' li'-2' 350 13'--4' 12'-0' 350 14'-0' 12'-8` 350 14'-3' 13'-4' 350 17'-4' 16'--0' 470 19'-4' 181-0' 500 DETAIL SCALE- AS NOTED El COMPONENTS AND CLADDING 140 Ul t 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 +35,3 PSF I -382 PSF +33.7 PSF / -36,7 PSF +31,6 PSF / -34A PSF +30.0 PSF / -33,0 PSF +263 PSF / -293 PSF WALL +35.3 PSF / -47.2 PSF +33,7 PSF / -44,0 PSF +31,6 PSF / -39.8 PSF +30,0 PSF / -363 PSF +26.3 PSF / -29,3 PSF NOTE, ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL CONNECTIONS 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 (NOMINAL) ROOF DEGREES ZONE EFFECTIVE WIND AREA 10 SQ, FT, 20 SQ. FT, 50 SQ, FT, 100 SQ, FT. > 27 TO 45 +32,3/-35,3 PSF +31,4/-33,5 PSF +30.2/-31,1 PSF +C 9,3/-29.3 PSF > 27 TO 45 2 +32,3/-412 PSF +31.4/-39,4 PSF +30,2/-37,1 PSF +29,3/-35,3 PSF > 27 TO 45 +32.3/-41,2 PSF +31A/-39,4 PSF +30,2/-37,1 PSF +29,3/-35,3 PSF NOTEi ROOFING 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, 5 ft. (:D 5 ft' I O s JOB ADDRFSS. 4408 Court St. 0 4 f t. 0 4 ft. �2 4 ft. 4 ft. �2 � 0 2 2 o O 00 O 4 4 ft. 4 ft. O � O 4 ft. / 5 ft. �1 � 5 ft. 4 ft. �2 ROOF NAILING SCHEDULE I HEREBY CERTIFY THAT I HAN'E REVIEWED THE A , AC D DESICrN AND FOUND IT TO BE IN COMPLIANCE WI.`TI THE 2 14 (5TH. EDITION) FLORIDA RESIDENTAL BUILDING CO E, FEC 2014, & ASCE 7-10. J AVID W. SMITH, PE 9909 VijAL.LASTON DR. LTCl PE 53608 i A !352-521-0865 4 ft. 4 ft. • 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. 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 MIND 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 g INCH DIAMETER HEAD, ASTM F 1667, OF A LENGTT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 31'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. SCALE — NTS dEET S3, a, L-1