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HomeMy WebLinkAbout37729-37735 Prairie Rose LpPREVAILINGFttILttifORs �A`I`IONAI, 8t.EPTR1r_, COD , AND THE CIT", OF ZEPHYRHILLS ORDI NeaNCI k5ft=W CITY R± r PLANS EkAMINkq MEAN ROOF HEIGHT =Q0 WALL O.A.H. I I' , ❑❑ j� t. [1 El11 rn F1 I I 11 F1 / / 00 El Li ............:. ❑❑ FIN. FLOOR KAMEDA APPROVED PRODUCTS LIST - - -_ - - - Parent Approval Manufacturer _ Cate o F Lp 321.1 Builders Hardware, Inc. Exterior Doors FL15220.1 Plastico, Inc. Exterior Doors Exterior D rs FL15279-RI Clopay Building Products Company � _00 FL15349-RI MI Windows and Doors Windows FL3664-R3 Tamko Building Products I Roofing FL4968.1 - Guardian Building Products -Ashley i _____ Panel Walls FL9792-R5 Atlas Roofing Corporation Roofing - -- _ - - - - FL11473-R2 Simpson Strong -Tie Co. Structural Components FL11473-R2 p g - - - -' p _ FL11473-R2 Simpson Strong -Tie Tie Co. Structural Components Simpson Strong Tie Co. Structural Components Simpson Strong -Tie Co. Structural Components Simpson Strong -Tie Co. L-Structural Components Simpson Strong -Tie Co. Structural Components FL11473-R2 Simpson Strong -Tie Co.- - _ Structural Components II - - -- FL11473-R2 Simpson Strong -Tie Co. Structural Components � -_. _ -T Subcate o Swinging Ext. Door Swinging Ext. Door Assemblies Sectional Ext. Door Assemblies Fixed Underlayments - Soffits Asphalt Shingles - - - Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors i Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors ---- Pp /Se # I PftdW Mid # �i DTarie Model_D_e_scri Lon p _A _[O _[Opaque _ Fiberglass Door paque Fiberglass Door Entry Door lazed Fiberglass Door Model 185PW _T Underla Aluminum Self -Adhering Rubberized -- �TW 16" Quad Four14 TA luminum StormMaster Shake - - I LSUU210 Fiberglass Reinforced Adjustable Hanger - HETA META i Embedded Truss Anchor Embedded Truss Anchor --- - - - -- - Strap Ties LSTA12 - - Strap Ties - H2.5 1 Truss Tie 11 NOTE 2:�V- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS GENERAL STRUCTURAL NOTES THESE PLANS MEET THE MINIMUM REQUIREMENTS OF THE STH. EDITION (2014) FLORIDA RESIDENTIAL BUILDING CODE, FEC 2014, & ASCE 7.10. 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHBRWIM @ 28 DAYS. 2. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSIINACCORDANCE WITHASTMA-615. 3. CONCRETE MASONRY UNITS, IF ANY, SNAIL BE HOLLOW COREJ LOAD BEARB40S IN ACCORDANCE TOASIMC90 OR C145, 1,900,PSI MINIMUM. 4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PERASTM C476. 5. MORTAR,IF ANY, SHALL BE TYPE M OR S IN CONFORMANCE ASTM C.270. 6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE WITH 2O23A OF THE SSTD 10-99. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DIAMETER LIKEWISE, THE BOND BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS. 7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMaM WNAiLS FOR GABLE DIAPHRAGM 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 PM (OIL EQUAL (FB = 1200 PSI) @ 16" O.C. UNLESS NOTED OTHERWISE). 10. ALL WOOD GEDERS SHALL HAVE A MIN OF (4) - 2"X4" STUDS PLACED DIRECTLYUNDERTHE GIRDERAND DOUBLE PLATES. 11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THE LATEST IN DESIGN REQUIREMENTS. THE TRUSS MANUFACTURER 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. 12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMITTED WITH THE "TECHMCAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS. 13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SE(IENTS WITH DUR A -WALL REINFORCEMENT EVERY OTHER BLOCK AS PER THE REQUIREMENTS OF THE NATIONAL CONCRETE MASONRY INSIITUM IF DUR A WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, IJMIH OF ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS. 14. ALL OPENINGS GREATER THAN 5 FEET TO HAVE 1-0 BAR ON EACH SIDE OF OPENING AND FILLED WITH GROUT. OPENINGS GREATER THAN 12 FRET TO HAVE 245 BARS ON EACH SIDE OF OPEN Dn 15. CONTRACTOR TO VERILY ALL DIMENSIONS AND CONDITIONS IN THE FEW. 16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL EIS OF RECORD. 17. STRUCTURAL DESIGN CRITERIA: A BASIC WIID SPEED -140 WH /108 MPH 3 SEC. GUST B. RISK CATEGORY H C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD LEEWARD f0.18 I& ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE - 2500 PSF 19. SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTM D1557. FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING. AND STEPS, 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 BAUMAM CLEAN, WELL COMPACTED, TERMITE TREATED FILL. 2. ALL FOOTINGS TO BE 16"W X V D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED). 3. ALL THICKENED SLABS (BELL FOOTINM TO BE 12" W X 2V D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPM OR ANCHORS AS MAY BE REQUIRED PEP, CODE). 4. AIL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAREACH WAY (UNLESS NOTED} 5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR, 6.1MCKENE1) SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 161Wt2 45 REBAR COMINUOUS, 7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM S. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW). 9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 U2" PAST BLOCKFACIL 10. EXTEND SLAB EDGE AT EXTERIOR DOORS l U2" PAST BLOCK FACE. 11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (ORFIBBRbIDSH). 12. Ai3L CONDITIONER COMPRESSOR PAD SHALL BE 39K41X4" PLACED V FROM WALL, TYPICAL OR AS PLANS. 13. ALL STONE OR BRIG VINEER FOOTINGS TO BE 22" W X IV D W/ 345 REBARS CONTINUOUS. 14. ALL FOOTING FOR 2 STORY TO BE 20" W X IV D W/ 345 REBAR CONTINUOUS. 15. ALL THICKENED SLAB (BELL FOOTING W/ 2 STORIES BEARING TO BE 2V W a 20" D W/ 3- #5 REBARS ( PLACE UPLIFT STRAPS OR ANCHORS As MAYBE REQUIRED PER CODE.) 16. THLCK001) SLAB (BELL FOOTING) WHEREAT AT BEARING WALL OCCURS AT CHANGE IN FLOORELEVATION SHALL BEAMIL 16" D X 16" W CONTINUOUS. 17. SOIL BEARING CAPACITY SHALL BE A MEN. OF 2000 PSF IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN. 18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERMMTICIDES. WOOD NOTES 1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THIM GIVENBY THE SOITTIMERN FINE I MWITON BUREAU FOR SURFACED DRIED SOUTHERN Pnm NO2 (MINIMUM ALLOWABLE BE DR40 STRESS -1290M FOR SIN(RE MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELA3IICITY-1,600,00 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"NNATIONNALDESIGN SPECIFICATION FOR STRESS41RADE LUMBER" AND ITS FASTENERS AS RECOMNENDBD BY THE 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 Mks, ]CATION OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTORS SYSTEM PROPOSED. 7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACIUREIRINADDPIION TO MEMBER SHOW ON DRAWINGS. 8. ROOF DECKS SHALL BE U2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE E ROOFS AND SW PLYWOOD FORCONCRSIE OR CLAY TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING IIVTBRbEDIEiTE SUPPORTS. PROVIDE PLY CLIPS AT UNSUPPORTED EDGES. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS 10. ROOF LIVE LOAD - 20 PSF. ROOF DEAD LOAD -20 PSF 11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CERMOS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DEAPHRACRL PLUMBING NOTES 1. PROVIDE PLUMEIITG FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLiES AND Est 2. ALL PLUMBING SHALT. BE IS STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDEKANCBS. 3. SOIL. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. 4. ALL WATER PTPWO SHALT. BY TYPE "L" WITH 95-5 SOiD1EBD JOINTS ORCY V C. 5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DELI MILAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA-C-203 OR EQUAL. 6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINL I STAILAIIONS. 7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEIIJNGS OR BELOW GRADE. S. VERIFY ALL ROM[ IN REQUIREMENTS WITH THE FIXTURES THAT ARE SBLECTEID. 9. COORDINATE ALL WORK WITH TRADES. 10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WAIVE TO EXTERIOR. 11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALT. BE WRAPPED WITH 10-IML VINYL PLUMBING TAPE 12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY' CODE 13.40 GALLON WATER HEATER 14. TANK TYPE WATER CLOSET VOLUME I.5 GALLONS. 15. WATER FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACRITE.4 22B GPM 16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAM ARE TO BE INSTALLED. 17. THERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH ABACKPLOWN PREVENTION DEVICE 18. ALL BACKFLOWN PREVENTION DEVICES ARE RBQUMW TO BE TESTS AND TEST RESULTS SUBMITTED TO THE BUILDINCGDEPARTMENTT 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 WATER HEATERS. GENERAL NOTES 1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STAR11W ANY WORK. 2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITHATI DCALAUTHORTTES HAVING JURISDICTION. 3.IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE, ERECTION PROCEDURE AND SEQUENCE TOINSM TEE SAFETY OF THE BUILDING AND COMPONENT PARTS DURII40 ERECTION THIS INCILAMN BUT IS NOT IIM[7ED TO THE ADEfTIONN WHATEVER 1E 04DRARY BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVEDAND SNAIL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIEDAND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS, 5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL. 6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINiDOWS - MUST BE CERTIFIED TO WIIBSTAND THE DOGNED WIND CAPACITY. 7. WD mws AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WDIDOW MFGR MUST HAVE LABELS ATTACKED iNnNG MANUFACTURER, PERFORMANCE CHARACTERISTICS AND THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ONUNML THE FINAL INSPECTION. & WALL SIDM INCLUDING BRICK FAC ING, PAINTED BLACK Ott STUCCO, MUST END 6 III ABOVE THE GROUND TO ALLOW FOR FUTURE TERMIITE INSPECITONB. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLASM -LIKE FINLSHLESS THAN 518INCH IMCK DIRECTLY TO THE FOUNDATION WALL. 9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 6V OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPAXrC ,MALL BE SAFETY GLAZED. 10. BATHROOM VENTILATION MUST BE MBCCHNiIICALLY EXHAUSTED TO BUIIDMG EXTERIOR. 11. EQUIPMENT D]L3CONNBCT MUST BE WITHIN SITE. 12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6W OF ATTIC ACCESS, IF THE AIRHANCMUNIT IS IN THE ATTIC. 13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVXE TO ALERT THE HOME OWNER THAT TEE CONDENSATION DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR EMMIERUMMIS INTHE ATTIC. 16. ALL MECHANICAL EQUIPMENT INCLUDING A/C CONDENSERS, POCK. FILTERS AND POOL HEATERS SHALL. BE SECURED TO RESIST LOCATION WIND LOADS. MASONRY/CONCRETE NOTES MASONRYNOTES' 1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL. CONFORM TO ASTM C90, TYPE NI, WITHA BOCNIMUM COMPRESSIVE STRENGTH OF 1000 PSL 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PU WITH A MINIMUM COMPRESSIVE STRENGTH OF 25W PSL CONCRETENOTBS; 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BU ET STEEL CONFORMING TO ASIMA-615 GRADE 40 EXCEPT THAT TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTMA-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO A 185. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENDOUSAMESANCHOR, BOLISJNSERTSEM AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVES, PR INIMM MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE ARCHITECT AND SHOWN ON SHOP DRAWINGS. 5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL. OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE, STRUCTURES, ACT 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS. 6. PROVIDE SPACERS,CHAIRS,BOLTs,SPC. AS REQUIRED TO ASSEM AN ACE AND SUPPORT ALL REINFORCING IN PLACE 7. PROVIDE CORNER BARS FORALL FOOTINGS. & ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BENI) AND SHALL. BE EMBEDDED 5 INCHES DiT0 IRCH FOOTINQ9 AND A MINIMUM OF 6 INCHES INTO ALL THE OTTERS. DOWEL BARS LAP VERTICAL WALL A MINIMIUM OF 25 ITCHES. 9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. 0-M DRAWING PAGE INDEX SH-1 - ENGNEERING 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 f t,-a. -lyt, -77 717 P .� �7 ��� - , 1� 1 ENGINEERING NOTES SCALE 3/16 -1 '-0" UNIT 10-1 UNIT 10-1 UNIT 10-2 UNIT 10-5 UNIT 10-6 3 BR AREA 1 2 BR AREA. 2 BR AREA 3 BR AREA 1435 SF IINNG AREA: 1267 SF LINNG AREA: 1267 SF LIVING AREA: 1435 SF LINNG AREA: 9 SE GARAGE AREA: 263 SF GARAGE AREA: 263 SF GARAGE AREA: 279 SE GARAGE AREA 115 SF LANAI AREA: 96 SF LANAI AREA: 1 96 SF LANAI AREA: 115 SF LANAI AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 1 43 SF ENTRY AREA 43 SF ENTRY AREA: UNIT TOTAL 1872 SF UNIT TOTAL: 1669 SF JUNIT TOTAL: 1669 SF JUNIT TOTAL: 1872 SF UNIT 10-2 UNIT 10-5 FOR: WA BUTTE�� ]LD A D S Court St. ' Zephyr s, Fl. 33542DADS imsmamclarrmyMuTiluvz 1MAAWACEM D c r ADD r+ovND rr To nv co t .a, t� OM MnON,FWRMARESMEWT - AtUIMM -1VJJO � 201� & "�' i'� DASD W. smrrl% PE�.4408 WAr�L"TON DR. 4C PE CITYPL. 33525 PI L. 352-521-4866 PROJECT NAE: WALNUT G��' O R. BAIILEY CONTRACTING, LLC DESIGNER: LARRY DEMONTMOLLIN UNIT 10-6 SCALE 3/16 -1'-0" dEET 2 , C MEAN ROOF HEIGHT 12 4 F 1 c._n• 1 ,Q•—n. I i l ,—Q. ?A'—R" 1dl— El 11 :1E Ell] El 29'-8' 24'-4' L 24'-0' � 29,_8• 12 4 1 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION WALL 701 =c un 12 4 ELEVATIONS SCALE 3/16 =1,-o,, 110'-0' 30'-4' 24'-4' 24'-4' 29'-8' 14'-4' 16'-0' 12'-11 1Z'�114' 12'-8' 11'-8' 16'-0' 14'-4' 2'-02'-0 5'-4' 5'-4' 2 -0' 2'-0' 6 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � 5 o 5 � 4'-0' 4'-0' � 5 o as OD ASSUMED ELEV. 3'-4. 3'-4' 3'-4' 3'-4` 3' 4' ASSUMED ELEV. 4'-0' MO M0 MO ASSUMED ELEV. -0'-4" 1 1 1 ASSUMED ELEV. cu cu ASSUMED ELEV. 0'-0' ASSUMED V. ASSUMED ELEV. 0'-0" 0'-0° 0'-0° 0 ID 0 ID 2 4" RECESS 2 4" RECESS ■ SHW FL SHW FL 5'-0' ■ a WFL O • RE a ■ SSHW FL ■ ■ ■ DW DW <Q)/ DW pW 0 0 o �p I I I � 000 I I I o O 00 `D 31 4' CONC. SLAB MIN. W/ WASHER & DRYER vi WAS & DRYER 4' CONC. SLAB MIN, W FIELD LOCATE U FIELD LOCATE / COMPRESSIVE STRENGTH OF 3,000 A/C CHASE v�i A/C CHASE COMPRESSIVE STRENGTH OF 3,000 P.S.I. 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, WELL W/ A/C TRADE ti W/ A/C TRADE W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR COMPACTED FILL TREATED FOR TERMITES. CUT f DEEP CONTROL ■ o ■ o ■ TERMITES. CUT 1' DEEP CONTROL ■ JOINT EVERY 25'-0' EACH WAY AS A/H A/H JOINT EVERY 25'-0' EACH WAY AS REQUIRED. REQUIRED. cv, FIELD LOCATE O FIELD LOCATE O � A/C CHASE A/C CHASE ■ VERIFY LOCATION ■ VERIFY LOCATION ■ WASHER & DRYER W/ A/C TRADE W/ A/C TRADE WASHER & DRYER ■ A/L1 A/I{ 0 ■ ® ° 4 ■ 4 ■ 4 ■ 4 ASSUMED ELEV. ASSUMED ELEV. Y ASSUMED ELEV. ASSUMED ELEV. ■ -0'-4' -0'-4° ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 8' 3'-4' 4.'-0• -0'-4' o -0'-4' -0'-4° -0'-4' ■ ■ ASSUMED ELEV. I ■ ASSUMED ELEV. �i ■ ■ ASSUMED EIF/. ,� ■ ■ ASSUMED ELEV. �i ao 00 � 5 5 =m- '12'-0'm IR FFO-1 IKE 2'4' 1'-4' 9'-0'2'-0'9'-0`'" 9'-0' 2'-0' S'-4" 6 6 6 6 18'-4' 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 22 UNIT 10-5JUNIT 10-6 SHEET 4 FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH o1'f PROJECT NAME: WALNUT GROVE WAYNE BUTTERFIELD (6TH. EDITION) FLORIDA RESIDENTAL BUILDIN ODE, JOB ADDRESS: FEC 2014, & ASCE 7-10. �s BUILDER: BAILEY CONTRACTING LLC FOUNDATION PLAN DAVID W. SMITH, PE 9 9 9 9 ) 4408 Court St. -�2�� — 9909 WALLASTON DR. LIC.# PE 53608 SCALE 3/16 -1 0 Ze h rhills Fl. 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 Ol 16' X 16' MONOLITHIC FOOTING W/ (2) �5 KEBABS O2 12° X i6' THICKEN EDGE W/ (2) �5 KEBABS 0 12' X i6' THICKEN EDGE W/ (2) $5 REBAR 8° X i6° THICKEN EDGE W/ (2) ,�5 KEBABS O5 30° X 30' X 12' PAD W/ (3} �5 BARS EACH WAY $5 DOWEL EMBED Aq STD. BEND 6' IN FTG. �] PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SHEET NOTES REF. DWG. S-2 FOR DETAILS Ol 12' X 20' MONOLITHIC f00RNG W/ (2) �5 KEBABS O2 i6' X 16' MONOLITHIC FOOTING W/ (2) �i KEBABS O 12° X 16' THICKEN EDGE W/ (2) #5 KEBABS ® 12° X 16" THICKEN EDGE W/ (2) �5 REBAR O5 8° X 16' THICKEN EDGE W/ (2) #5 KEBABS © 30° X 30" X 12" PAD W/ (3) �5 BARS EACH WAY �] �5 DOWEL EMBED Aq STD. BEND 6' IN FTG. PROVIDE 25° PROJECRON ABV. F.F. FOR LAP. GROUT CELLS SOLID. a I r MER TRUSS GRDER TRUSS ORDER TRUSS ORDER TRUSS All I I —�—Nlll /11 1 1 1 1 I�Illq 18'-4" 11'-4" 17'-8" 7'-4" 17'-8" 7'-4" 18'-4" 12'-0" Ir dEET J SCALE 3/16 -1'-0 ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTIUTY 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.1,10 AND #12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPR VIED 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 METER CAhJ BY 200 ELECTRIC UTILITY CO.- AMP TO UNDERGROUND 4 CUT.. GROUN�O THW AL SERVICE BY ELECTRIC UTILITY CO. TO COLD WATER LINE 5/8" X 8" GROUND LINE (PASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) dEET r , 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 �.` '" . IR- 30 BLOWN INSULATION ALUMN. SOFFIT 1 /2" CEILING BOARD W/ KNOCKDOWN CEILING SIMPSON HETA20 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 SINGLE HUNG ALUM. WINDOW (TYP.) ALL CONC. BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL oI TO BE FILLED SOLID w/ CONC. 0 WINDOW TYP.) BELOW GRADE ----MARBLE SILL co 0 wl z cn of Ln N Q 25$1 REBAR LAP DISTANCE CORNER CONTINUITY & WALL REINFORCMENT 3/4' = l'-0' 25" MIN. LAP I 1 #5 DOWEL CORNER 25" MIN. LAP I CONTINUITY OF FOOTING & FOUND. WALL REIN, DETAIL 3/4' = 1'-0' DRILL &EPDXY SET #5 REBAR. r- FOOTING zi .4 a 4 47 ° REMEDIAL REPAIR FOR DOWEL DETAIL N.T,S, CEMENTIl10US FINISH 8" CONC. BLOCK WALL LINTEL RATINGS FILLL #5 VET. IN 1/2" GYP. WALL BOARD ON FICELLSR3/4' P.T. FURRING STRIPS W/ LINTEL LENGTH CLEAR SPAN LINTEL plf 15 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ ad NAILS ®6' O.C. VERTICAL MINIMUM REINFORCING 4" CONC. SLAB 2500 psi w . R-30 BLOWN BATT INSULATION MIN.) 0 EDGES,12' O.C. 0 FIELD & 4' O.C. ALONG NAILER 2'-10' 1'-6' 1700 W/25" MINIMUM LAP ABERMESH OR 6x6-1/10 W.W.M. TOP PLATE 1 2" GYP. WALL BOARD ( 3'-6" 2'-2' 1700 4"X4" INSPECTION PORT AT REINF. AND VAPOR BARRIER / 4'-0' 2'-8' 900 EACH FILL CELL TYPICAL a a a 1/2' GYP. WALL BOARD 4'-6" 3'-2' 900 5'-4' 4'-0" 900 00 5900 STANDARD 90'IBEND III= 2X4 STUDS 016" O.C. 61-6-10" 451-6-2 120; I I=1 11=1 11=1 �-III-III-III-I i 200 _(2) #5 CONTINUOUS FOOTER I= - 7'-6' 6'-2' 800 �, I -I I IJ=I— : =III —III —III -I 6 MIL VAPOR BARRIER NpTE; I!, 2z6 NAILER BELOW SHEATHING 8'-4' 7'-0' 650 I 1-t l I EI III— —III—III—) I I- MID POINT BLOCKING ao i FASTEN ALONG VALLEY W/ 10d NAILS 0 e O.C. ENGR. TRUSS NOT REQUIRED 9'-4' 8'-0" 450 10'-6" 9'-2' 350 CLEAN, POISONED 11'-4' 10'-0" 450 AND COMPACTED SOIL. SECTION @ VALLEY SET ATTACHMENT 12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC 12'-0" 10'-8" 400 _... 3 CLEAR. NAIL SUN 8 NAILS 2X4 P.T. PLATE 3/4" 1'-0° 12'-6' 11'-2" 350 ® 24 O.C. �OR EQUAL) 13'-4' 12'-0' 350 6x6 10/10 W.W.M. NOTE. THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER 14'-0' 12'-8' 350 e _ 14'-8' 13'-4' 350 17'-4' 16'-0' 470 DL3/4' PICAL WALL SECTION 19'-4' 18'-0' 500 = 1'-0' 4 TYP. INTERIOR NON -BEARING WALL 3/4' = 1'-0' #5 REINFORCING BAR #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE nG" IIIAI I AD #J RUM VI\MIIU UNX #5 LAP SPLICE R 2' A.C.I. STD. 90° BEND REBAR LAP & BENDING DETAILS 1-1/2' = l'-O' 3 I HEREBY CERTIFY THAT I HAVE RZMVM THE ATTACIM JOB ADDRESS: 4408 Court St. Zephyrhills, Fl. 33542 4'-0" MIN. 4'-0" MIN. I HOUR ARE RATED PLYWOOD SHEATHING 5/8" 1 HOUR ARE RATED PLYWOOD SHEATHING PRE-ENGINEERED TRUSSES ® 24" O.C. MAX. IREWALL TRUSS WITH VERTICAL BLOCKING 0 24" O.C. WO (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 ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. (-�� INTERIOR FIRE COMMON -WALL SECTION 3/4' = 1'-0' PROJECT NAME: WALNUT GROVE 5 BUII..DER: BAILEY CONTRACTING, LLC DESIGNER: LARRY DEMONTMOLLIN rong-Tie SCALE- ASNOTED dEET si, 4" CONIC. SLAB 3000 psi w/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER 00 d a — la STANDARD 90' BEND z � II -III —III -I �. —III—III—III—II (2) #5 CONTINUOUS FOOTER I- N=IIM — • — -I I —I I—III—� 6 MIL VAPOR BARRIER =1 I I=1 I I=1 Ir=1 11=1 I -I 11= -1 11=1 11=1 CLEAN, POISONED AND COMPACTED SOIL. 12 REBAR CHAIR IN FOOTING 3" CLEAR. 20." x 12" MONOLITHIC FDN. 3/4" = 1'-0" 30" (4) #5 CON'l EW. (4) J5 E.W. 1 I 30'x30"xi2' DP. 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'—O" FOR: is WAYNE BUTTERFIELD JOB ADDRESS: 4408 Court St. ZephyrhiIIs, Fl. 33542 CC) 25" I.AP MIN, (1) #5 VERT. IN FFILL CELLS #5 DOWEL TO MATCH VERTICAL REINFORCING W/25" MINIMUM LAP 4"X4" INSPECTION PORT AT EACI FILL CELL TYPICAL IIILI IIIIIIIiI IIIIIIII a 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 STANDARD 90' BEND fr1 (2) #5 CONTINUOUS FOOTER -i I I -III -I I 1=1 I—III—III- REBAR CHAIR IN FOOTNG 3" CLEAR. 16" x 12" INTERIOR MONOLITHIC FDN. 3/4" = 1'-0" CLEAN, POISONED AND COMPACTED SOIL. 51"ANnAR,12, NOOK, ONE STORY- MASONRY WALE LOAD PATH 3/4" = 1'-0" THICK CONC. SLAB 6X6-10/10 W.W.M. J 6 MIL VAPOR BARRIER z (2) 15 CONTINUOUS 16" x 8" MONOLITHIC FDN. 3/4" = 1'-0" I'P,,�-ENGINEEI�17 muss H�rA srn.AP I D U lLB K: liAML Y l; Vl\I l KAL; l ll�l li, LLI; DESIGNER: LARRY DEMONTMOLLIN VNp11CAl. PONFOPCWN1' IN 6p0UO2 C� a�mgur P"�ouir�n For" 6I?,,0IJr LIFE 5 Pf, UNI.E55 FOOLING 170M1.1, IS NOf REQIII�D - FOOCE� I, (2) J 4 16 - x --- 1.6 STEPDOWN 3/4" — 1'0" THICK CONC. SLAB / 6X6-10/10 W.W.M. N 6 MIL VAPOR BARRIER �r- _I SCALE - AS NOTED EFT 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 / -38.2 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 N❑TE1 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 ROOF DEGREES ZONE MAIN ROOF (N❑MINAL) 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 2� +32.3/-41,2 PSF +31,4/-39,4 PSF +30.2/-37,1 PSF +29,3/-35,3 PSF > 27 TO 45 +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. 02 4 ft. 5 ft. O O O �4 ft. O 4 ft. 2O 4 ft. 4 ft. 2 O O O O 2 4 ft. 2 ft. 1 2 2 1 5 ft. O � � O 4 ft. O 4 ft. 4 ft. O O 4 ft. 5 ft. O O 5 ft. 4 ft.O2 ROOF 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. SCALE - NTS