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HomeMy WebLinkAbout37814-37826 Prairie Rose LpG 13 FIBERGLASS SHINGLES I.'.1Vil Tis"A:llyll! ERGLASS SHINGLES __. ■111! 111! __ I___ I I __ ___ �_.__ ■Ifl! ■Ifl! ■1i1�I�:■II! L111! It111! ■111! I I I I I 1 ■111! ■t11! i _ .__ ■1f1! ■t11! ■h'�L■1 i 1 1 1 l i !�: !I■ 1 !I■ 1 !II 1 1 1 1 1 1 I I I I ■ /�■ 1 !I■ 1 !I■ llfl !I■ 1 !I■ ______ ___.__ ______ ______ ___.__ 1 1 1 !I■ ___.__ 1[ .�!! !11 •. I■ ______ _______ 1 1 !I■ ______ 1 1 !I■ ___ I I I�:'t 1!. a !I■ __ _ 1 1 ! !I■ 1 1 1 1 !!■!!!■ I I 1 1 1___ 1 1 1 1 l i 1 1 1 1!■ I r 1 �11 ! �III� _J _ i I I I I �ill� I ■111� ■III �111� I I I ��1 �illtr �._If I I �1111 �I 1� Illw 1 1 1� I�� 1 1 1 1 I I 1 1 I I I I 11 .. �I� 1 �i� 1 �I11 �I■ 1 11■ 1 �I� 1 �I■ ��r 1 1 .11 1 �I. 11■ I I 1 1 1 11■ 1 11� r�°� 11 I I I I 1 1 1 1 I I 1 I(� 1 �I/ 1 NI> 1 ■ 1 1 1 ■ 1 I I 7�r ■ 11� ■ 1 C i 01111 ■IN ■N ■1111 rn �____ _____ ____. _.______ ______ ______ _�___ _ _.__ _ ______ ______ ___.+� _.__ �____ �_.__ ______ _ FLORIDA APPROVED PRODUCTS LIST Parent Approval Manufacturer Category Subcategory App/Seq # Product Model # or Name Model Description FL 11321.1 Builders Hardware, [tic. Exterior Doors Swinging Ext. Door Opaque Fiberglass Door Entry Door FL15220.1 Piastico, Inc. Exterior Doors Swinging Ext. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Door FL1 S_'79-RI Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies - - FL15349-RI MI Windows and Doors Windows Fixed Model 185PW Aluminum (Self FL3664-R3 Tatnko Building Products Roofing Underlayments ITW Underlayment -Adhering Rubberized Guardian Building Products - Ashley. Panel Walls Soffits 16" Quad Four Q/4 Aluminum V` FL97y2. R, Rooting ..Atlas Koofin J Corporation Roofing Asphalt. Shingles StormMaster Shake Fiberglass Reinforced FLl 1473-R2 Simpson Strong -Tic Co. Structural Components Wood Connectors Anchors LSUU210 Adjustable Hanger (n FL,I 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HE"TA Embedded Truss Anchor _j FL 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors META Embedded'Truss Anchor ® = Simpson strong -Tie Co. Structural Components Wood Connectors Anchors } W Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors - Z Simpson Strong -Tie Co. Structural Components -- Wood Connectors Anchors - - Strap Ties Il Q W FL 1 1473-R2 Simpson Sirong=Tic Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties 0 N FL 1473-R2 Simpson Strang -Tie Co. Structural Components Wood Connectors Anchors H2.5 "Truss Tic ,L - - - - 0 W NOTE C3' FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR. MANUFACTURERS SPECIFICATIONS. cr 0 CL GENERAL STRUCTURAL NOTES THESE PLANS MEET 'THE MINiMUM REQUIREMENT'S OF THE 5TH. 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 OTHERWISE) a; 28 DAYS. 1 - 5 'tl � STRENGTH OF 40 000 PSI IN ACCORDANCE WITH AS"T'�1 .A 61_ _. STEEL REINF _ RCEMENT' SHALL HAVE A MINIMUM YIELD STRENG 3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARINGS IN ACCORDANCE TO ASTM C90 ORC145, 1,900,PS1 MINIMUM. 4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 8-11 INCH SLUMP 2,000 PSI AS PER AS"I-M C476. 5. MORTAR,IF ANY, SHALL 13E TYPE M OR S IN CONFORMANCE ASTM C270. 6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR, IN ACCORDANCE WITH 2O23.4 OF THE SSTD 10-99. IN 130TI-I CASES THE MINIMUM BAR LAP SHALL 13E 40 DIAMETER LIKEWISE, THE BOND BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL.. CORNERS. 7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON! NAILS 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. R. PROVIDE 4" X 4." CLEAN OUT FOR AL.L.. CONCRETE FILLED CELLS. AT THE BASE OF WALL. 9. ALL. WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE 412 SOUTHERN YELLOW PINE (OR EQUAL (FB = 1200 PSI) `ci 16" O.C. UNLESS NOTED OTHERWISE). 10. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER .ANL:) DOUBLE PLATES. 11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN .ACCORDANCE, WITH THE., LATEST TPI 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 "TECHNICAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS. 13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SEGMENTS WITH DUR-A-WALL REINFORCEMENT EVERY O"THER BLOCK AS 13ER THE REQUIREMENTS OF THE NATIONAL CONCRETE MASONRY INSTITUTE,. IF DUR-A-WALL REINFORCEMENT IS NOT USED FOR THE ENTIRE BUILDING, LENGTH OF ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS. 14. ALL OPENINGS GREATER THAN 5 FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AND FILLED WITH GROUT. OPENINGS GREATER THAN 12 FEET TO HAVE 2-#5 BARS ON EACH SIDE OF OPENING. 15. CONTRACTOR TO VERIFY ALL. DIMENSIONS AND CONDITIONS IN THE FIELD. 16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL ENGINEER OF RECORD. 17. STRUCTURAL DESIGN CRITERIA: A. BASIC WIND SPEED= 140 MPH 1108 MPH 3 SEC. GUST B. RISK- CATEGORY II C. APPLICABLE INTERNAL PRESSURE COEFFICIENT:= WINDWARD LEEWARD ±0.18 18. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE 2500 PSF 19. SOIL NOTED AS COMPACTED IS 951.'.% MODIFIED PROCTOR, ASTM DI557. FOR: WAYNE BUTTERFIELD JOB ADDRESS: 4408 Court St. Zephyrhills, Fl, 33542 FRONT ELEVATION SCALE: 3/16'=1'-0' 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 BARRIER. AND CLEAN, WELL COMPACTED. TER-ItiIITF.. TREATED FILL. 2. ALL FOOTINGS TO BE 16"W X h" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED). 3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS AS MAY BE REQUIRED PER CODE). 4. ALL COLUMN PAD TO BE 24" X 24" XI 2" W/ 3- #5 REBAR EACH WAY (UNLESS NO -FED). 5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR, 6.THICKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 -#5 REBAR CONTINUOUS. 7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM. 8. PITC14 SLAB AT GRADE AT V IN 10' TYPICAL (IN' DIRECTION OF ARROW). 9. RECESS FLOOR SLAB 14" AT ALL. SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOCK FACE. 10. EXTEND SLAB EDGE AT* EXTERIOR DOORS 1 1/2" PAST BLOCK FACE. 11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBERMESH). 12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3'X4'X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS. 13. ALL STONE OR BRICK VINEER FOOTINGS TO BE 22" W X 10" D W/ 3-#5 REBARS CONTINUOUS. 14. ALL. FOOTING FOR 2 STORY TO BE 20" W X 10" D W/ 345 REBAR CONTINUOUS. 15. ALLTHICKENED SLAB (BELT., FOOTING) W/2. STORIES BEARING TO BE 10" W x 20" D W/ 3- #5 REBARS ( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER COVE.) 16. THICKENED SLA13 (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL 13E A M[N. 16" D X 16" W CONTINUOUS. 17. SOIL BEARING CAPACITY SHALL BE A MIN. OF 2000 PSF IF NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN. 18. TE.RMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED T'ERMI'TICIDES. 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 NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1290PSI FOR SINGLE MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1,600,00 PSI) 2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. AL.I, ROOF RAFTERS .AND PREFABRICATED WOOD TRUSSES SHALL. BE SECURELY FASTENED TO THEIR SUPPORTING WALL_ 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 STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER SEAL FOR APPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION 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 MANUFACTURER 1N ADDITION TO MEMBER SHOW ON DRAWINGS. S. ROOF DECKS SHALL 13E 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY" TILE ROOFS. USE 81) NAILS WITH 6" SPACING AT ALL PANEL. EDGES AND 6" SPACING INTERMEDIATE 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 CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHE'D DESIGN AND FOUND IT TO BE IN COMPLIANCE WI H TH : 2014 (5TH. EDITION) FI,ORIDA RESIDENTAI. BUILDING "_OD FEC 2014, &: ASCE 7-10. DAVID W. SMITH, PE 9909 WALLASTON DR. LIC1 PE 53608 PROJECT NAME: WALNUT GROVE, PLUMBING NOTES I. 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 WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES. 3. SOIL WASTE .AND VENT PIPING SHALL BE. SCHEDULE 40 PVC. 4. ALL WATER PIPING SHALL BY TYPE "L," WITH 95-5 SOLDERED JOINTS OR C.P.V.C. 5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AWWA-C-203 OR EQUAL. 6. PROVIDE. INDIVIDUAL: WATER STOPS AT ALL, WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS. 7. RUN ALL.. PIPES CONCEALED IN WALL., FLOORS, ABOVE. CEILINGS OR BELOW GRADE. 8. VERIFY ALL ROUGH IN REQUIREMENTS WITH 'THE FIXTURES THAT ARE SELECTED. 9. COORDINATE ALL WORK WITH -TRADES. 10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR. i I. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL, PLUMBING TAPE. 12. HOT WATER PIPING SHAL.L., BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE. 13.40 GALLON WATER HEATER. 14. TANK TYPE WATER CLOSET V )L I: 'ME 1 C I .5 GALLONS. 15. WATER -FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACILITES 2.213 GPM 16. PLUMBERS MUST USE A METAL, OR PLASTIC MATERIAL. TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED. I7. THERMAL EXPANSION PROTECTION I5 REQUIRED WHEN THE WATER SERVICE IS EQUIPPED TPPED WITH A BACKFLOWN PREVE NTION N DEVICE. . l R..AL.1. BACKFL,OW N PREVENTION T'lON DEVICES ARE REQUIRED TO BE TESTED AND "TEST RESULTS SUBMITTED -1-0 THE BUILDING DEPARTMENT 13EFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED. 19. IN GARAGES ALL WATER HEATERS SHALL. BE ELEVATED TO ENSURE THAT THE LOWESTIGNITION SOURCE IS 18" ABLOVE THE FLOOR INCLUDING ELECTRIC WATER HEATERS. GENERAL NOTES 1. BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. '. BUILDER WILL COMPLY WITH ALL. BUILDING CODES BOTH SPATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUT'HORITES HAVING JURISDICTION. 3AT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT'. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFOR-44 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 WINDOWS - MUST BE CERTIFIED TO WITHSTAND THE DESIGNED WIND CAPACITY. 7. WINDOWS AND GLASS DOORS MUST MEET "THE IMPACT STANDARDS. WINDOW MFGR MUST HAVE LABELS ATTACHED LISTING MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL THE. FINAL INSPECTION. 8, WALL SIDING, INCLUDINGBRICK FACING, PAINTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROLNVD TO ALLOW FOR FUTURE TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLASTER -LIKE FINISH LESS THAN 518 INCH THICK DIRECTLY TO THE FOUNDATION WALL. r. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE SAFETY GLAZED. 10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDING EXTERIOR. 11. EQIiIPNIE.N"I' DISCONNECT MI;S'7' BE. WITHIN SITE. 12. THE EQUIPMENT SERVICE PANEL MIDST BE LOCATED WITHIN 6-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT IS IN 'THE AT"TIC. 13. A FLOAT SW ITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION DRAIN IS STOPPED UP MIDST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC. 16, AL_L MECHANICAL EQUIPMENT INCLIDING .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 13E 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI, WITH A MNINIMUM COMPRESSIVE STRENGTH OF 1000 PSI. 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL., WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, CONCRETE NOTES, 1. ALI.. CONCRETE SHALL, HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ,AT 28 DAYS. 2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM 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 OPEN INGS,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVES,OPENINGS PR INESERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE ARCHITEC'I' AND SHOWN ON SHOP DRAWINGS. 5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS. 6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL REINFORCING IN PLACE. 7. PROVIDE CORNER BARS FOR AI..L. FOOTINGS. 8. ALL FOOTING DOWEL: BARS SHALL.. HAVE, A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES INTO -INCH FOOTINGS AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAI' VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 9. GABLE ENDWALLS ADJACENT TO CATHEDILAL CEILINGS .ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM. BUILDER: BAILEY CONTRACTING, LLC DESIGNER: LARRY DEMONTMOLLIN I 00 rn I W5� 11 9 03' ��10) 41d � feu? !r4 �P �P titAqA e:� DRAWING PAGE INDEX �FI-V SH-1 - ENGINEERING NOTEStw 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 ALL Weft ' 514ALL AMPLY WtTti PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE�t -I6 CITY OF RHILLS PLAN EXAMINER 75 ENGINEERING NOTES SCALE 3/16 1'-0" ,fy �r SHEET 1 . I DADE CITY, FL. 33525 PH. 352-521-0865 160'-0' 30'-0' 25'-0' 25'-0' 25'-0' 25'-0' 30'-0' 14'-4' 16'-0' ii'-8' 13'-0' il'-8' 13'-0' 13'-0' il'-8' 16'-0' 14'-4' 2' 0' 2'-0 4'-6' 4'-6' 4'-6' 4'-6' 2' 0' t/t 25 5J1. 1 25 E 25 SX 1/1 25 SJL 1/1SjL 1/1 i/t 25 S.H. 1/1 EGRESS25 S.K 1 EGRESS PRECAST LNITEL PRECAST UN1EL PRECAST 191TEJ PRECAST LMITEL PRECA5T INTEI PRECAS[ UN1EL b LANAI LANAI � o 00 LANAI LANAI LANAI LANAI CD 4'-0' 6'-5' 3'-4• 3,_4, MASTER BEDROOM 3,_4, MASTER BEDROOM MASTER BEDROOM _4, MASTER BEDROOM 3,-4, 3'-4' 6'-5' 4'-0' 24 SK 1/1 MASTER BEDROOM m 24 SH. 1/1 `m 24 S.H. 1/1 � `� 24 UL 1/1. `'c'n 24 SM. 1/1 o MASTER BEDROOM 24 S.K 1A 3068 jn 'v v "v 3069 ■ i ! a 3ase ■ ! 3088 o. ' c,,� o cM I ri'x�v 5'-$ Avv 5'-8 '-8 Aq- v '-8 ' AV -� a ' 4'-7' 1 9 ' P'4'-7- 1'-9 C 4'-7' ' 1 9 4'-7' GREAT ROOM 5'-7' 6'-0' 3'-2' GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM 3'-2' 6'-0- 5'-7• 1 GREAT ROOM 28se 2M m 2W8 -w 2868 2W 2W 2M 2�9Nln v toss _ U a 20� goo W.I.C. ' � o W.I.G. W.I.C. LO W.I.C. W.I.C. io Ln Ln cu N 4SHW C SS MASTER BATH 4S Wff SS MASTER BATH MASTER BATH 4' �S MASTER BATH 4• Wks cu MASTER BAT v v MASTER BATH (w ' DINING o a � ' N o DINING ., .-nr v v ti UNEN SHW R " ' Q121� � A\ SHW L1NEN N NDW 9,_1, DW 9,_1, DW DW DW 9,_1' DW 5'-0' DINING DINING DINING DINING 5 -°� 6'-o i bD �� c0 i 2f� ® v� 5'-8 11 3 -5j o� o+ 3 -5 5'-8j o+ 3 -5 5 8j' ® `�': �� ' KITCHENcn sole BF PAN/PAN `� KITCHEN ® 0 -= KITCHEN sass BF PAN/PAN ® :: KITCHEN " 5069 BF PAN/PAN ® o o KITCHEN 1 n KITCHEN o ID co 3'-6j' 11`-8' UTILITY R M 3'-6j, 11'-$' 11'-8' 3'-64'+ U TY ROOM 11--$' 3'-6j', U TY ROOM WASHER & DR ASFER h DRYER . ASHER ORYF1i w w w 3'-6 a 8'-3' 5'-41' a cz .� V 5'-4j' 8'-3' ti '-6' Au w MEN PANTRY PANTRY PANTRY W �_ .:Ku ,0 BEDROOM #3 280 0 0 0 0 2esa BEDROOM #3 ;° =' W AM 4ase eP PAN/PAN BATH #2 BATH #2 BATH #2 BATH #2g PAN/PAN A/41 W fEi PANTRY wH 9'-6' w 9'-6• w w g�_6• w , WH PANTRY 6 U U U U _ # 2 c .;L. -f DEN 'g` DEN p o DEN o DEN # BATH 2 'v� m o. m m o, EQ 1 0 m a, BATH 2 2866 WA91FR 3 DRYER WASHER & DRYER u z �' CLOSET CLOSET CLOSET CLOSET M z LO Ln 4(u `oi 2'-4 ' AM o A/11 � o � o A A/N c I * AM 2'-4 ' = o -cu BOOKCASE ° a iv O iu ° ® BOOKCASE 7U e' WAIL 5068 OF PAN/PAN 506e PAN/PAN 508e BF P PAN 5068 BF PAN AN 6' Moat A C A A A ACCE A A AC AFj 5'-0 j• 1iv .iv AV iu z� BEDROOM #2 i' In LO Ln `i BEDROOM #2 iu BEDROOM #2 BEDROOM #2 .? BEDROOM 12 BEDROOM 12 N ENTRY cu GARAGE GARAGE GARAGE GARAGE ., GARAGE GARAGE ENTRY N `" a p O o 1, ENTRY ENTRY ENTRY ENTRY 9-81, CD m gg d C7 N N N N W N cu 6] $ N ■ 35 S.H. COLOL EGRESS HB E FS 35 EGRGRESSS 35E� fix. EGRESS EGRESS 3'-4' 3'-4' 3'-4' 3'-4' arr�us 2,_0, wsoRr aao0c wsdrtt apoNs 2'_0, rr aoMs 2'-0' 4'-0' 9'-4' 3'-4' 3'-4' 9'-4• 4'-0' M.o o ILO. O 9- X - 9-0 -0 9-0 X 7-0O.H. 9- 7-0O.H. - 7- .H A 01*1 PRECAST INiIEi PRECAST LINTEL PRECAST UN1EL PRECAST LKR PRECAST LNi1EL PRECAST Ukim 5'-4' 2'-0' 9'-0' 2'-0' II 2'-0' 9'-0' 2'-0' 5'-4' 2'-O' 9'-0' 7'-4' 12'-0' 9'-0' 9'-0' 2=0' 9'-0` 2'-0' 17'-4' 13'-0' 7'-4' 5'-4' -4 5'-4' 7'-4' 13'-0' 17'-4' 30'-4' 12'-4' 34'-8' 12'-4' 30'-4' i J UNIT 8-1 UNIT 8-2 UNIT 8-3 UNIT 8-4 UNIT 8-5 UNIT 8-6 SHEET - - - ------------------ -- - -- - - - - ---- --- - --------- - - - FOR: I HEREBY CERTIFY THAT I HAVE REV1E`1'El)'THE ATTACHED PROJECT NAME: WALNUT GROVE WAYNE BUTTERFIELD DESIGN AND FOUND I'1 TO BE IN t:Ulti'tl'LI.�iNC:E � rl�'II' 'HE 2014 (STH. EDITION) FLORIDA RESIDENT UILT) N C E, I n FEC 2014, & ASCE 7-10. �/ . �LV�� PEAN ADDRESS. ets�- JOBBUILDER: BAILEY CONTRACTING, LLC DAVID W. SMITH, PE > » 4408 Court St. SCALE = — 9909 WALLASTON DR. LICX PE 53608 DESIGNER: LARRY DEMONTMOLLIN Zephyrhills, Fl. 33542 0 DADE CITY, FL. 33525 PH. 352-521-0865 'ti , 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: 1267 SF LIVING AREA: 1267 SF LIVING AREA: 1435 SF LIVING AREA: 279 SF _____ GARAGE AREA: 115 SF__ LANAI AREA 43 SF ENTRY AREA UNIT TOTAL: 1872 SF 263 SF 96 SF 43 SF UNIT TOTAL: GARAGE AREA: LANAI AREA ENTRY AREA 1669 SF 3._SF._ .,GARAGE AREA;....�p63 96 SF _ .LANAI AREA: 26--------------- 43 SF_ ENTRY AREA: UNIT TOTAL: 1669 SF 196 43 UNIT SF___ GARAGE AREA: SF LANAI AREA: SF ENTRY AREA TOTAL 1669 SF ,263 SF 96 SF 43 SF UNIT TOTAL: GARAGE AREA: LANAI AREA• _ ENTRY AREA. 1669 SF 279 115 43_SF. UNIT SF SF TOTAL: GARAGE LANAI .ENTRY 1872 SF AREA: AREA: AREA: 10,420 SF TOTAL AREA UNDER ROOF: MEAN ROOF HEIGHT _1 ,5i . � • iF+' FRONT ELEVATION 12 4 •,, � > . 1, �' l 4' El El �• .'yam Y� Al LU 12 41 y y LEFT SIDE ELEVATION REAR ELEVATION 12 14 RIGHT SIDE ELEVATION SCALE 3/16 —1 o" ww 1EET 3 160'-0' 30'-4' 26'-0' 30'-4' 30'-4' 14'-4' 16'-0' 12'-8` 12'-8' 11'-8' 12'-8' 12'-8' il'-8' 12'-8' 11'-8' 16'-0' 14'-4' 2'-0' S'-4' S'-4' S'-4' S'-4' 2'-0' 2'-0' 44� ■ ■ ■ ■ ■ ■ ■ ■ ■ - -- - --- ■ i ■ ---- ------- ---- ■ ■ - - - ■ ■ ■ ■ ■ 5 5 5 5 � 4'-0' � 4'-0' 8' 4'-0' 5 o a, i o I 8' i ■ ■ ■ ■ ■ 8, I CD 3'-4' 3'-4' 3'-4' 3'-4' 4'-0' aD ASSUMED MO 3'-4' 3'-4' 3'-4' 3'-4' MO 3'-4' n ASS■ED FLEW -0'-4' MO ASSU B aEV. MO ASSUMED ELEV. YO ASSUMED ELEY. _014 ■ ■ ■ ■ ■ ■ ■--------------- ■ ■ ■ ■ - - --- ■ ■ ! ■ ■ --- -- ■ ■ ■ ■ ■ -------------- ■ ■ ■ ■ ■ _ ■ o v 1 1 1 1 1 fir ■ ■ ■ ■ ■ i ■ ASSUMED EtfY. ASSURED E D. 0 -0' E D. ELEV. ASSUMED ELEV. V. O'-0' �D co GII ID 0 ZD ■ ■ ■ ■ i ■ ■ in �/ I ID D° ■ e WR RSS ' R FESS 4• SHW FL 2 2 4' IlS i 'w ■ ■ ■ ■ ■ ■ ■ SM 'o c S{{ ■ C0 ■ I ! • ■ i FDW DW DW DW DW pyy i • o . c �D :-<Z> p o o<Z> I O 7 ■ °u 7 a 7 7 o ■ ] .. II aD n N II U n .o .o U � o Vi o 11 �D o all N C CONC. SLAB MEN. W/ FlE1D LOCATE WASHER DRYER U WASHER DRYER U WASHER h DRYER tNi wym WASWIX FEW LOCATE 4 SLAB W/ COMPHESSIYE SHRD" OF 1000 A/C CHASE N H H N A/C CHASE 51H�NG1H OF 3DDD P.S.I. AT 28 DAYS W/ 6,0, 10/10 VERIFY LOCATION ,pU VEIFY LOCATION P.Sl AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARM ON CLEAN. WELL W/ A/C TRADE y W/ A/C TRADE W.wY OR BARKER ON CLEAN wELR ■ COMPACTED FILL TREATED FOR v ^ COiE'I�TED F11 TREAIID FOR TERYIES CUT ,' DEEP CONTROL ■ o ■ a ! o ■ % o ■ TBIMI B. CUT ,' DEiP CONTROL i Off EVERY 254 EACH WAY AS A/H AM M EVERY 25-0' EACH WAY AS Mum. WH REQM. FIEND LOCATE FIELD LOCATE HELD LOCATE A/C CHASE A/C CHASE A/C CHASE ■ VERIFY LOCATION ■ VERIFY LOCATION ! FIELD LOCATE ■ VERFY LOCATION ■ WASHER at DRYER W/ A/C TRADE w/ A/C TRADE A/C O ' W/ A/C TRADE WASHER h DRYER VERIFY LOCATI ■ AM AM W/ A/C AM A/N ■ e0 00 I �0 4 ■ 4 ■ 4 ■ 4 ■ 4 ■ 4 i ASSIAED ELEv ASSIKED M. ASSUMED ELEY. ASSL>uFD ELEV. _ '_ • i -0-4Y— -0'-4' -0'-4' ASSUIED ELEY. Y _p'�• gl ■ ■ ■ ■ ■ ■-0• ■ ! ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ! ■ ■ ■ ■ ■ ■ ■ ■ 4'-0- 3'-4' 8' 2'-0' 2'-0' 3'-4' 3'-4' 2'-0' 3'-4' 2'-0` 8' 3'-4' 4'-0' o ■ ■ o ■ ■ o ■ ■ ■ o ■ ■ o ■ • o I ASSUMED ELEV. I ASSUMED ELEV. I ASSIAIED ELEV. ASSULED E1EV. I ASSUMED EIEV. I ASSURED ELEV. I 00 OD m a0 OD lb 5 5 5 5 5 F■ ■ ■ ■ ■ ■ ;ma ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5'-4' 2'-0' 9'-0' 2'-0' ,_ , . ._ . 2'-0' 9'-0' 2'-0' 5'-4' 71 2 0 9 0 2 O 9'-0 12'-0 9'-0 2'-0 9 0 2'-0 s s s 5 s s s 18'-4' 7'-4' 5'-4' 7'-4' 5'-4' 24'-0' S'-4' 7'-4' S'-4" 7'-4' 18'-4' 12'-0' 34'-8` J UNIT 8-1 UNIT 8-2 UNIT 8-3 UNIT 8-4 UNIT 8-5 UNIT 8-6 SHEET 4 1 FOR: I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE (114 PROJECT NAME: WALNUT GROVE WA�'NE BUTTERFIELD (5'TH. EDITION) FLORIDA RESIDENT_ LILL�t�;G ODE, JOB ADDRESS: FEC 2014, & ASCF.. S BUILDER: BAILEY CONTRACTING LLC FOUNDATION PEA N DAVID W. SMITH, PE .�-� � � � 4408 Court St. - SCALE 9909 WALLASTON DR. 1 �IC.#� PE 53b08 3/16 — Ze h rhills Fl. 33542 DESIGNER: LARRY DEMONTMOLLIN p DADE CITY, FL. 33525 PH. 352-521-0865 SHEET NOTES REF. DWG. S-2 FOR DETAILS ,2' x 20' MONDUTRsc FOOTING w/ {2} � KEBABS Q ,s' x ,s' MONOLITHIC FODTwG w/ {2) � KEBABS ,2' z ,s' TH#CKETI EDGE w/ {2) � REBIIRS (�3 ,2• x ,s' THAN EDGE w/ {2} � REBAR e' x ,s' tHICKEN EDGE w/ (2) � KEBABS Q 30" % 30' X 1Y PAD W/ (3} �.5 BARS EACH WAY �, DDwEL EMBED Aq STD. 8El� e• w FTG. Oj PROVE 25 PRO�ECTIOHI ABY. F.F. FOR LAP. GROUT CEI1S SHEET NOTES REF. DWG. S-2 FOR DETAILS U1 ,2' x 2D' R10NOUTHIC FOOTwG w/ (2) �6 REHABS (� ,s' z ,s' Matoun+c FDDii1G w/ (2} � KEBABS �3 i2' x,s" nwcKEN EDGE w/ {2) �, KEBABS ® ,2' X 16' iiNC,(E1H EDGE w/ {2) �i REBAR 0 B' X 1s• MC%FN EDGE w/ (2) j5 KEBABS © 30' X 3D' % ,2' PAD W/ {� �i BARS EACH WAY O7 � Down EMBED Aq Sm. BEtO s` w FTG. PROVDE 25' PRQEC11011 ABY. F.F. FOR LAP. GROUT CELLS SOLID. r•• e a dEET 5 SCALE 3/16 —,)-0)) 3e UNIT 8-11 JUNIT 8-21 JUNIT 8-3 JUNIT 8-4 JUNIT 8-5 JUNIT 8-6 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 MALL 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. 8. ALL WIRE SHALL BE STD. PO AND F2 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. OkANT& 20 co.i AMP ti Lp•Dd1�NTHW AC u . P 1c TO COLD WATER LINE 5 " X 8' GROUND LINE ( ASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) dEET 6 . SCALE 3/16 -1 0" O PRE-ENGINEERED TRUSS @ 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 CONT. ALUM. DRIP STRIP 6' ALUM. FACIA ALUMN. SOFFIT 1'-0' i NOTE: POURED LINTELS WILL BE 3000 psi CONC. ALL CONC. BLOC( w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE CEMENTI110US FINISH 1 �5CELLVESRI. IN 15 DOWEL TO MATCH VERTICAL REINFORCING W/25' MINIMUM LAP 4'X4' INSPECTION PORT AT EACH ALL CELL TYPICAL \ ao z I I=1 � I -III -I =III=III=III . IIIII111lIIIIII 1=1 I I=1 I I=1 I=1 I TYPICAL WA 3/4' = i'-0' 4a . R- 30 BLOWN INSULATION 112 " CEILING BOARD W/ KNOCKDOWN CEILING 51MPSON HETA20 $° X 8' KNOCK -OUT BLOCK W/ 1,5 CONTINUOUS REBAR 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW &DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL Slll of 01NNDOW (TYP.) � MARBLE SILL 8' GONG. BLOCK WALL 1 J2` GYP. WAIL BOARD iNV 3/4' P.T. FURRING STRIPS W/ AglR42. — 4' CONC. SLAB 2560 psi w/ FIBERMESH OR sx6-10 10 W.W.M. REINF. AND VAPOR BAR TER 1 5 CONTINUOUS FOOTER ry 6 MIL VAPOR BARRIER 25" REBAR LAP DISTANCE CORNER CONTINUITY &WALL REINFORCMENT 3/4' = 1'-0' R-30 BLOWN/BATT INSULATION (MIN.) \ TOP PLATE 1/2" GYP. WALL BOARD 1/2' GYP. WALL BOARD 2X4 STUDS o 16° O.C. 0 NO PREQNLTIIREDOCKING o0 �— CLEAN, POISONED AND COMPACTED 12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC 2X4 P.T. PLATE 3' CLEAR. NAIL j�IN NAI ® 24 O.C.�OR EAL) r7- sxs 10/10 W.W.M. le UIN I AP TI fJ wR �r nUIVURUINU Unn #3 & #4 LAP SPLICE — J5 REINFORCING BAR #5 LAP SPLICE in, \-- R 2' 15 REINFORCING BAR A.C.I. STD. 90° BEND REBAR LAP & BENDING DETAILS 1-1/2" = 1'-0' TYP. INTERIOR NON -BEARING WALL 3/4' = 1'-0' 4'-0" MIN. 4'-0" MIN. 5/8' I HOUR ARE RATED PLYWOOD SHEATHING 5/8' I HOUR ARE RATED PLYWOOD SHEATHING 1 HOUR COMMON WALL REF, R3022.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 3022. INTERIOR FIRE COMMON -WALL SECTION `� 3/4' = 1'-0' 25' MIN. LAP (1) #5 DOWEL IN CORNER 25" MIN. LAP CONTINUITY OF FOOTING & FOUND, WALL REIN, DETAIL FASTEN ROOF SHEATHING w/ ed NAILS o s• o.c.---� o EDGES, 12" O.C. o FIELD h 4' O.C. ALONG NAILER 2x6 NAM glow SHEATHING —/ FASTER ALONG VALLEY W/ tOd NAILS A 4' O.C. SECTION @ VALLEY -SET _ATTACHMENT f �"HL�r�ol SOIL J,/ 3/4' = 1'-0" NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHIAENT DETAILS SUPPLIED BY THE TRUSS IIFGR. / BOB PRE-ENGINEERED TRUSSES 0 24' O.C. MAX. 1REIWALL TRUSS WITH VERTICAL BLOCKING o 24' O.C. i O 2) LAYERS OF 5/8' TYPE 'X' DRYWALL TYP. EACH SIDE 7ROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING -ong-Tie DRILL do EPDXY SET 15 REBAR. FOOTING z Q .4. a 4 'o °. a, a REMEDIAL REPAIR FOR DOWEL DETAIL N.T.S. LINTEL RATINGS LINTEL LENGTHCLEAR SPAN LINTEL pif 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'-O' 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 dEET Sl . SCALE— AS NOTED a 4" THICK CONC. SLAB W/ 6X6-10/10 W.W.M. e CONC. SLAB 3000 psi wl Q5 VERT ' IN 1/2" GYP. WALL BOARD ON ON 6 MIL VAPOR BARRIER 6x6-10 10 W.W.M. �D CELLS 3/4' P.T. FURRING STRIPS REINF. VAPOR BARRIER MATCH #5 DOME TO MATCH co VERTICAL REINFORCING REINFORCING -AP 4' CONC. SLAB 2500 psi w/ W/25 MINIMUM LAP 6x6-10/10 W.W.M. 4*X4* INSPECTION PORT AT REINF. AND VAPOR BARRIER A A A .4 '4' A .4 'A III-III-III- I I M I I STAND FOOTER• EAC i FILL CELL TWICA L 4" THICK CONC. SLAB W/ 6X6-10/10 W.W.M. ON 6 MIL VAPOR BARRIER --I I 1EE-1 I lEEI I I— �A. F k2) #5 CONTINUOUS Ell I I M I MI I IEEl I I— C�4 =1 I F�El I FEI I IEEI 6 MIL VAPOR BARRIER CID 1=1 1 —1 1 11 1 — - ISTAND ARD 90-BEND IE�l I —111 . - (2) 15 CONTINUOUS FO CONWOUS CLEAN, POISONED V J 11-11 11 CLEAN, POISONED (2) 15 8pl ll-4" AND COMPACTED SOIL 12" REBAR CHAIR IN FOOTING AND COMPACTED SOIL 10 12" In " 3* CLEAR. R BAR CHAIR IN FOOTING (2) 15 WNEM 811 4pp 16 x 16" STEPDOWN L 3� CLEAR. - 3/4'" =ll-Ox 16 x 12 INTERIOR MONOLITHIC FDN. CDj3 6 MONOLITHIC FIN. 0 x 12 MONOLITHIC FDN. (:j:)!3i/4* C2Y3/4" l'-O" 4"' =XV�O"" = 11-0* 30 (4) J5 COWT EX P PIT ---F 46 1 NF FT P �FAM. T Ij 151 5fANPAP�V 5TP,\AP NOOK (4) #5 EW. 0c FA Wx3l?x12* DP. CD1X X 12" MONOLITHIC FIN. VF P\\f 1 G/1411 3/F A 1 2�'' LAP MIN. CL�AMqUf FTQUIPAP FOP\, 6P\Djf LiFf 5 Ff. UNLF55 F00fIN6 POMLL 15 Nof��aui���� Rl/ �: X yA -IN -A ldooK. SHEET S2 ONE STORY MASONRY WALL LOAD PATH 3/4n = l'-O" I HEREBY CERTIFY THAT I HAVE RE�'IEWFD THE ATTACH UA,A FOR: T PROJECT NAME: WALNUT GROVE ;ACH DESIGN AND FOUND IT TO BE IN COTvlPLTANCL NVI I TffF- CY 4 WAYNE BUTTERFIELD (5TH. EDITION) FLORIDA RESIDENT FEC 2014, & ASCE 7-10. iG C UILDINC C )DE, E ICI OTES SHEET JOB ADDRESS: BUILDER: BAILEY CONTRACTING, LLC DAVID W. SMITH, PE a 4408 Court St. 1-0 1.* I (c P 53608 SCALE A SN 0 TE D 9909 WALLASTON DR. Lic'. DESIGNER: LARRY DEMONTMOLLIN Zephyrhills, Fl. 33542 L� I DADE CITY, FL. 33525 PH. 352-521-0865 i COMPONENTS AND CLADDING 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (N❑MINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ, FT, 50 SQ, FT, 100 SQ, FT, 500 SQ. FT, WALL 4O +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 5� +35.3 PSF / -47.2 PSF +33.7 PSF / -44.0 PSF +31.6 PSF / -39.8 PSF +30,0 PSF / -367 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 (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 T❑ 45 3 +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. O2 4 ft. 5 ft. O O �4 ft. OO 4 ft. � 4 ft. 4 ft. 2 O O O O 2 4 ft. 214 O ft. Z' � 2 2 � 0 5 ft. O O O 4 ft. o 4 ft. 4 ft. O O 4 ft. 5 ft. T O 5 ft. 4 ft.O 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 i 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