Loading...
HomeMy WebLinkAbout37904-37914 Prairie Rose LpI:. L 11 -L- ___ __L_ - I 11 MEAN ROOF HEIGHT FIBERGLASS SHINGLES FIBERGLASS SHINGLES El El El El I{: lEl D� �� 11 FLORMA APPROV11D PRODUCTS LIST Parent Approval Manufacturer Category Subcategory App/Seq # PI1NWN#rFrm 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-RI Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies FL15349-R1 MI Windows and Doors Windows Fixed Model 185PW Aluminum FL3664-R3 Tamko Building Products Roofing Underlayments TW Underlayment Self -Adhering Rubberized FL4968.1 Guardian Building Products - Ashley Panel Walls Soffits 16" Quad Four Q/4 Aluminum FL9792-R5 Atlas Roofing Corporation Roofing Asphalt Shingles StormMaster Shake Fiberglass Reinforced FL11473-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 FLI 1473-R2 Simpson Strong -"lie 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 -Tie Co. Structural Components Wood Connectors Anchors Strap Ties FLI 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties FL1 1473-R2 Simpson Strong -Tic Co. Structural Components Wood Connectors Anchors 112.5 Truss Tie NOTjR 2:7* FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. GENERAL STRUCTURAL NOTES THESE PLANS MEET THE M DHMUMI RBQUIREMENTS OF THE SILL EDITION (2014) FIMJDA RESIDENTIAL BUILDILtN(i OODB, FEC 2014, A ASCS 7-10. 1. CONCRETE SHALL HAVE A M DOR MI COMPRESSIVE STRENGTH OF 2,000 PSI (UNLESS NOTED OTHERWISE) ® 28 DAYS. 2. STEEL REINFORCEMMff SHAH. HAVE A MIIMUMI YIELD STRENGTH OF 40,000 PSI IN ACCORDANCE WITH ASIIM A-61S. 3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BUARB4(1S INACCORDANCE TO ASIM C90 OR C145, 1,900,PS1 MINIMUM. 4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE. 8-11 INCH SLAW 2A00 PSI AS PER ASTM C476. S. MOXtTAR F ANY, SHALL BE TYPE M OR S IN CONFORMANCE AS1M C270. 6. THE OUTER FOUNDATION BARS SHALL BE CONTINOUS AROUND CORNERS BY BENDING THE BAR IN ACCORDANCE WITH 2O23.4 OF THE 39M 10.". IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DLAMEIER LBMWI86, THE BOND BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS. 7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTEER FRAM1M WITH COl1l MOM NAILS FOR GABLE DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) Sd. A. 4" O.C. ALONG EDON OF PLYWOOD PANELS. W 6" OC. MONO FIELD OF PLYWOOD PANES. 8. PROVIDE 4" X 4" CLEAN OUT FOR ALL CONNC ETE FILLED CELLS. AT THE BASE OF WAIL 9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE 02 SOUTHIMM YELLOW PINE (OR EQUAL (FB = 1200 PSi) (it) 16" O.C. UNLESS NOTED OTHERWiSE). 10. ALL WOOD G I DBRS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DIRECTLY UNDER THE GIRDER AND DOUBLE PLATES. 11. PR&MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH THELATEST TPI DE1111 RBQUI EMMEiTS. THE TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FO>R DEAD LOADS, LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAILS S30NW BY A FLORIDA RF,GISTFRED ENGINEER. 12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE, DOORS, GADDING AND COMPONENTS ARE, SUBMFTTEID WITH THE "TBCHNiCAL MANUAL" POOL INSTALLATION AND TECHNICAL MATER[AL SlBC 'A1>T1S. 13. ALL EXTERIOR CONIC UM BLOC[ WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WALL SE(1t►ENT18 WITH DUR A -WAIL EVERY OTHER BLOCK AS PER THE RBQUMRkM TS OF THENATIONAL CON CR]STE MASONRY INSTITUTE. IF DURA-WALL IS NOT USEDFOR THEENTIRE BUME MXX LBNK>?M OF ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS. 14. ALL OPENINGS GREATER THAN S FEET TO HAVE 145 BAR ON EACH SIDE OF OPENING AND FILM WITH GROUT. OPENiINGS GREATER THAN 12 PEET TO HAVE 245 BARB ON EACH SME OF OPEN INM 15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE 39301NALERGINEEROFR11CORD. 17. STRUCTURAL DESIGN CtITIERiik A. BASIC WIND SPEED -140 MPH /108 MPH 3 SSG GUST B. REX CATEGORY IT C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD LEEWARD dA18 I& ASSUMED MMINMUM EXISTING SOME, BEARING PRESSURE - 2500 PSF 19. SOIL, NG7TBD AS COMPACTED 18 95% MODIFIED PROCTOR ASTM D1337. FRONT ELEVATION SCALE: 3/16'-l'-O" FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLAT PLAN AND ADJUST CONCRETE POOITIN% SLAB, LATIIDQtI(i, AND 818P8, AS GRADE RBQUIRES. IF GANNFLICTS BETWEEN E USTING, SITE CONDTIIONS AND APPROVED PLOT PLAN ARM CONTACT BUILDER. 1. PREPARE SOB. TO RECEIVE, V CONCRETE SLAB W/ WIRE MESH OVER 6 Mil, VAPOR BARRIER AND CLEAN, WELL COMPACTM TERMITE TEE TREATED FILL 2. ALL FOOTINGS TO BE 16"W X 8" D W 2 n REBAR CONTINUOUS (UNLESS N1771D} 3. ALL THICKENED SLABS (BELL FOOTIN(3) TO BE 12" W X 20" D W/ 2 # S REBAR CONTINUUM (PLACE UPLIFT STRAPPINO OR ANCHORS AS MAYBE RBQUMEDPER CODS. 4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3-03 REBAR EACH WAY "41.888 NOTED). S. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #S REBAR, 63HICKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" WQ -NHS REBAR CO MPIUOUS. 7. FILL CORE WITH CONiCRETE AND PLACE (1 #3 REBAR VERTICAL FROM P007M TO T164MAM, 8. PITCH SLAB AT GLADE. AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW). 9. RECESS FLOOR SLAB Ur AT ALL $ELIDING GLASS DOORS AND EXTEND SLAB I LAr PAST BLOC[ FACE 10. EXTEND BLAB EDGE AT EXTERIOR DOORS I Ur PAST BLOC[ FACE. 11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIB M SH . 12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3 X4'X4" PLACED V FROM WALL, TYPICAL OR AS PLANS, 13. ALL STONE OR BRICK VINM FOOTINGS TO BE 22" W X 10" D W/ 3-0 REBARS CONIENUOUL 14. ALL POOTINO FOR 2 STORY TO BE 20" W X 10' D W/ 343 REBAR CONTINUUM 13. ALL THICKENED BLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BHE 20" W: 2V D W/ 3- #SRBBARS ( PLACE UPLIFT STRAPS OR ANCHORS A8 MAY BE RBQUIItED PER CODE.) 16.7111CMW BLAB (BELL FOOTING) WHEREAT BEARING WALL OCCURS AT CHANGE IN FLOOR BLBVATIO N SHALL BE A MIN. 16" D X 16" W CONIENUOUL 17. SOIL. BEARING CAPACITY SHALL BE A MIN. OF 2000 PSF IF NOT, M77FY ENGINM IMMEDIATELY FOR REVIEW OF POUAIDAIIM DESIGN. 18. TERMITE BOIL. PROTECTION TO BE PROVIDED BY RE(ESTERM TERMITTCIDES. 1. ALL FRAMING MSS SHALL BE WOOD WMER8 WITH PROPERTIES BQUAL TO OR BETTER THAN THOSE GIVEN BY THE, SOUTHERN PLNB INSPBCITONN BUREAU FOR SURFACED DRIED SOUTHERN FINE NO.2 (AM MUM ALLOWABLE BENDING STRESS-12%FSI FOR SINGLE MEMBERS USES AND 1400 PSI FOR REPETTRVE mEmm USES. MDDULE9 OF ELASTICT Y-1,600a00 PST) 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 SUPPORT M WAIL OR BEAMS WITH HURRICANE CUB OR AIRS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL, BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIO NAL DESIGN SPBCII+ICATION FOR 91RB414WADE LUMIBBR" AND ITS FASTI HERS AS BY THE NATIONIAL FOREST PRODUCTS ASSOCAT11OVE 3. TRUSS MANUFACTURER SHAM. SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEERSEA1 FOR APPROVAL DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SBCURE7H1E1M1BERSCM 11CATION OF THE CONNECTOR. CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTILMING THE CONNECTORS SYSTEM PROPOSED. 7. BRmam FOR PREVOGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER INADDITION TO M>EMiBER SHOW ON DRAWINGS, 8. ROUX+ DECO$ SHALL BE 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND YV PLYWOOD FOR CONCRETE ORCLAY TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTI N0810LATE SUPPOM PROVIDE PLY CLIPS AT UNSUPPORTEDBD(E8. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SMCEFICATIM POR WOOD LATEST ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE 91RUCTURAL DRAWINW 10. ROOF LIVE LOAD - 20 M ROOF DEAD LOAD - 20 PSF 11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CE LINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM, PLUMBING NOTES 1. PROVIDE PIAMBING FIXTURE$, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, 9" VALVES, SUPPLIES AND EBcvrC1EDNN8, 2. ALL I' MIMING SHALT. BE 18 STRICT ACCORDANCE WITH STANDARD PLUMBING CODES AND LOCAL ORDINANCES, 3. SOIL WASTE AND VENT PJPIM SHALL HE SCHEDULE 40 PVC. 4. ALL WATER PIPING SHALL BY TYPE "L" WITH 93-5 SOLDERE D JO[NTS ORC.P V.C. S. COPPER PMMM UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL B8 COATED WITH TAR ENAMEL AW WA-G203 OR BQUAL. 6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CABBIE, LAVATORIES AND tiTCHEN SQDC INSTALLATIONI$. 7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEILINGS, OR BELOW GRADE. L VERIFY ALL ROU13 i IN REQUIREMENTS WITH THE FIXTURES THAT ARE SELECTED 9. COORDINATE ALL WORK WITH TRADES. 10. PROVIDE FULL S12 E PIPING FROM HOT WATER PAT WALVE TO EXTERIOR. 11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 104& VINYL PL2UM IKM TAPE 11 HOT WATER PIPING SHALT. BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE. 13.40 GAiiON WATER HEATER. 14. TANK TYPE WATER CLOSET VOLUME I.3 GALLON L 15. WATSR-FLOW RATE SHOWER HEADS 2.3 OPM PRIVATE FACRIT188 2.21B GPM 16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE MAIM ARE TO BE INSTALLED. 17. THERMAL, EXPANSION PROTECTION 18 RBQUI ED WHEN THE WATER SERVICE IS BgUUT®W11H A RAC MA)WN PBEVENnM MVXE It ALL BACKFLOWN PREVENTION DEVICES ARE RB"M TO BE TESTED AND TEST RESULTS SUEY MW TO THE, BUILDING DEPAwnmw BEFORE THE CERTIFICATE OF OCCUPANCY 18 ISSUED. 19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS IS" AELAVE THE FLOOR INCLUDING ELECTRIC WATEEHEATIRS. GENERAL NOTES 1. BUILDER WILL VERIFY ALL DIMENSIONS S SHOWN OR IPLiED BEFORE STAR71M ANY WORK. I BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL„ AND COMPLY WITH ALL LOCAL AUTIHORITES HAVINO RMISDICTIOk 3.1T 18 THE CONTRACTORS SOLE RESPONSIBILM TO DETERM I N 11 ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIM AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHATEVER TEMPORARY BRACING. GUM OR THE DOWNS THAT MAY BE NBCESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PRIOJBCr 4. ALL DIUMMONS AND ELEVATIONS SHOWN ON THIN STEMUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTIL)RALDRAWING& S. NAIL AND GLUE DUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL 6. THE MULLIONS -STRIPS BETWEEN A SERIES OF WDWOWS - MUST BE GRRTBtIEDTO Wl1T18TAND THE DESKNM WDW CAPACTY. 7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STAMARDS. WINDOW MFG . MUST HAVE LABUS ATTACHEDUSTING MANUFACTURER PERFORMANCE CHARACTERISTICS AND C ERTIMATION THAT THEY HAVE BEEN TESTED. LABES MUST STAY ONUNTIL, THE FiNAL INSPECTION. 8. WALL S113M INCLUDING BRICK FACDJG, PAINTED BLACK OR STUCCO, MUST END 6 INCHES ABOVE THE, GROUND TO ALLOW FOR FUTURE TERMITE INSPECTIT. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLABTER4M FINISH LESS THAN N INCH IMC L DMBCMY TO THE FOUNDATDN WALL. 9. ANY GLAZING WMIEN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SH10WERMANW, Si ALL BE SAFETY GAZED. 10. BATHROOM VENTILATION MUST BE MECHNILCALI Y EXHAUSTED TO BUILDING EXTERIOR. 11. BQUIMMENT DISCON ?MCT MUST BE WITHIN SITE. 12 THE BQUTPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-V OF ATTIC ACCESS, IF THE AiR HANDLER UNIT IS IN THE ATTIC. 13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNIER THAT THE, CONDENSATION DRAIN 18 STOPPEDUP MUST BE INSTALLED IF THE AiR HANIDLBR UNITS INTHEATTIC. 16. ALL MECHANICAL BQUIPMHNT INCLUDING AIC CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SBCURED TO RESET LOCATION WIND LOADS. MASONRY NOTBB: MASONRY/CONCRETE NOTES 1. ALL MASONRY 18 TO BE 8" HOLLOW UNITS SHALL CONFORM TO ARM C90, TYPE Nl, WITH A MIN DOEM C(M1PRBSSIVB S1REN107H OF 1000 PSL 2. MORTAR SHALL CONFORii[ TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSL CONCRETE NOTES;- 1. ALL CONCRETE SHALLL, HAVE A MOMAN COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. I ALL REINFORCING STEEL. TO BE NEW DOMESTIC DEFORMED BRIM SIE IBL CONFORMING TO ASIM A-613 GRADE 40 EUDCOT THAT TIES MAY BE DOMESTIC STEEL CONPORMQ40 TO ASTM A41S GRADE 40. 3. WELDED WIRE FABRIC SHALL. CONFORM TO A 185. 4. CONTRACTOR. SHALL VERIFY LOCATIONS OF ALL OPERINGSSUMVESANCHOR, BOLTSAMER1 S,BE1G AS REQUIRED BY 07M TRADES BEFORE CONK UTE IS PLACED. NO SLEEVES,OPENINGS PR BEMIS MAYBE PLACED INBEAMS OR BLABS UNLESS APPROVED BY THE ARCIMETBCT AND SHOWN CiH SHOP DRAWOM S. ALL RBINFORC IM DETAILS TO CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, AC 313, UNLESS DETAILED OTHERWISE ON STRWTURAL DRAWINGS, 6. PROVIDE BPA(ERB,CHAIR B, MTB,ETG AS RBQU1 ED TO ASSEMBLB,PI.ACB AND SUPPORT ALL REDUORC ING IN PLACE 7. PROVIDE CORNER BARB FOR ALL FOOTINGS, L ALL FOOTING DOWEL BARB SHALL HAVE A STANDARD 90 DEGM BEND AND SHALL BE EMBEDDED S INCHES ]N IXNN ,'H F007DM AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL A MGIIMIM OF 2S INCES. 9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CERMOS ARE RBQ[UIRED TO BE CONTINUOUS FROM PLC>OR TO ROOF DIAPHRAGM. M. WALL O.A.H. CD 00 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 ALL WC'R ! ,SH?,LL COWPLY WITH PF�EVAILING CODES FLORCA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYR41LLS ORDINANCES PREVIEW DATE � CITY CIF ZEPHY H LI S PLAN EXAMINER ENGINEERING NOTES SCALE 3/16 -1 0" 0 0 ze 28'-8' 15'-8' 81-10, 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: iIW-1 l -0, 11'-8' 11 16' __ _,. _ '. r MCA FLOOR PLAN ,SALE 3/16 -1'-0" 1'-4' — --- 1 Jl— I III II �I 1 _ _I p l - - -I I I - — - - - - - LL ME MEAN ROOF HEIGHT 12 4 F / icl_n• »,_n. vv—n. 11'—p• 1'2'—d• FRONT ELEVATION 1?'—n, i 1 4'—n, i- 11'—R' i PR'—R' - 29 A _ _ _�. _ .. �. � � _ ... rya_ 12 4 LEFT SIDE ELEVATION REAR ELEVATION L-tj < It IN RIGHT SIDE ELEVATION 12 14 ELFVOONS SCALE J/16 ::::::1,-0,, F , 1 160'-0' 30'-4' 24'-4' 24'-4' 24'-4' 24'-4' 29'-8' 14'-4' 16'-0' 12-11 1Z'gll 11'-B' 12'-8' 11'-8' 12'-8' 11'-8' 16'-0' 14'-4' 2'-0 5'-4' S'-4' S'-4' S'-4' 2 -0' 2'-0' ■ � 5 5 � 5 L.�,1 5 � ■ 5 4'-0' 4'-0' 8' 4'-0' S � � 01 ■ 1 8' ■ ■ ■ ■ ■ ■ ■ 8• ASSUMED ELEV. 3'-4' 3'-4' 3'-4' ASSUMED ELEV. 4,_0. co 3'-4' 3 4 3'-4 3'-4' M0 3'-4' 3' 4' MO -0'-4• MO MO MO ASSUMED ELEV. ASSUMED ELEV. MO ASSUMED ELEV. -0'-4' -0'-4' -O'-4' -0'-4• ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ - ■ t 1 1 1 1 1 ■ 4v ■ ■ ■ ■ `t ■ ■ v v ASSUMED ELEV. N N ASSUMED REV. 0 -0• ASSUMED ASSUMED ASSUMED ELEV. ASSUMED ELEV. 0'-0' 0'-0•v 0'-0• 0 -pr 0'-0'm ID ID m ID NO SHEET NOTES ■ID ■ ID ■ ■ REF. DWG. S-2 FOR DETAILS ■ Ol 12• X 20• MONOLITHIC FOOTING W/ (2) /5 REBARS ■ tj 2 4" SHW E�S 2 4" SR& E LS 4• S E F LS 2 2 4" S S 5'-0' O2 i6• X is" MONOLITHIC FOOTING W/ (2) /5 REBARS ■ 1 ■ ■ 0 12• X 16• THICKEN EDGE W/ (2) t% REBARS ■ TT ® 12" X 16• THICKEN EDGE W/ (2) 05 REBAR °i " R a O5 8• X IV THICKEN EDGE W/ (2) 15 REBARS N FL SR © JO' X 30' X 12' PAD W/ (3) � BARS EACH WAY ■ ■ ■ ■ ■ IP DOWEL EMBED EC STD. BEND 6• IN FTC ■ pW DW DW DW DW PROVIDE zs• PROJECTION ABV. F.F. FOR LAP. ■ [DW] GROUT CELLS SOLID. 0 I o t0 �� I � i i-- 7 7 ■ � o ■ \J II 6D d OD O II ' 00 I o —O I D ID FIELD LOCALE 4• CONC. SLAB MIN. W/ 4" CONC, SLAB MM. W/ WASHER k DRYER WASHER k DRYER WASHER � DRYER v WA d DRYER COMPRESSIVE STRENGTH OF 3000 FIELD LOCATE d rri COMPRESSIVE STRENGTH OF 3,000 A/C CHASE t) A/C CHASE P.S.I. AT 28 DAYS W/ 6X6 10/10 VERIFY LOCATION ,� a VERIFY LOCATION P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELL W/ A/C TRADE W/ A/C TRADE W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR COMPACTED FILL TREATED FOR TERMITES CUT 1' DEEP CONTROL ■ o ■ o ■ 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. COH WH REQUIRED. FIELD LOCATE FIELD LOCALE FIELD LOCATE A/C CHASE A/C CHASE A/C CHASE ■ VERIFY LOCATION ■ VERIFY LOCATION ■ ■ VERIFY LOCATION ■ WASHER Uk DRYER W/ A/C TRADE W/ A/C TRADE Fl A/ LOCATE W/ A/C TRADE WASHER h DRYER A/c CHA t VERIFY LOCATI ■ A/H W/ A/C TItAD A/H A/H ■ 0 4 ■ 4 ■ 4 ■ 4 ■ 4 ■ 4 ■ ASSUMED ELEV.OIL ASSUMED ELEV. ASSUMED ELEV_ ASSUMED "ELEV . A1S4 ELEV. Y -0'-4 — ■ -0'-4' -0'-4' 8' 3'-4' 4,_p• 3'-4' 2'-0' 3'-4' 2'-0' 2'-0'-0- 8' 3'-4' ■ ■ o ■ o ■ ■ Co. ■ ■ o ■ ■ o ■ ■ o ASSUMED ELEV. 1 ASSUMED ELEV. I ASSUMED ELEV. 1 ASSUMED ELEV. I ASSUMED ELEV. I ASSUMED ELEV. I 60 00 6D 60 60 60 5 5 5 5 5 - T ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■T- - ■ ■ ■ ■ FFa ■ ■ ■ 9'-0' 2'-0' S'-4'2'-O' 9'-0' 2'-0' 5'-4' 9'-0' 2'-0' 9'-0' 2'-0' 1'-4' 9'-0' 12'-0' 9'-0' 2'-0' 6 6 6 5 6 6 6 18'-4' 12'-0' 5'-4' 7'-4' 5'-4' 7'-4' 5'-4' 7'-4' 5'-4' 7'-4' 18'-4' 12'-0' 30'-4' 24'-0' 24'-8' 25'-0' 25'-0' 30'-4' UNIT 10-1 UNIT 10-2 UNIT 10-3 UNIT 10-4 UNIT 10-5JUNIT 10-6 SHEET 4 1 s FOR. I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED PROJECT NAME: WALNUT GROVE WAYNE BUTTERFIELD DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2014 (5TH. EDITION) FLORIDA RESIDENTAL BUILDING CODE, • FEC2014,&ASCE7-lU. � I FOUNDATION PLAN BUILDER• BAILEY CONTRACTING LLC .� l JOB ADDRESS: DAVID W. SMITH, PE � 4408 Court S t. 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 FOOLING W/ (2) /5 KEBABS O ts' x 1s' MONaunlc FooTINc w/ (z)15 REBARS 02 12' x 16' T111CKEN EDGE w/ (z) �i KEBABS O 12' X 16" THICKEN EDGE W/ (2) �i REBAR 8• X 16• THICKEN EDGE W/ (2) j5 KEBABS t�5 30' X 30' X 12' PAD W/ (3) j5 BARS EACH WAY DOWEL EMBED Aq STD. BEND 6' M FIG. O PROVIDE 25• PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. -- __ , --- - - -- - -- - ---" - _L I I L -L 1- I I II 1 1 V-4" 17'-8" 7,_4„ 17'-8" 7,_4„ 17'-8" 7'-4„ L 17'-8" ), 71-4„ 18'-4„ 12'-0" L fET 5 SCALE J/1 6 -1 0" 0 vs 9 N JUNIT 10-1 UNIT 10-2 UNIT 10-3 UNIT 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 SHAD_ BE STD. P0 AND12 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. ELE�T C li TUY CO. O 40NC�R�T nRFACEKI�IOUNT 2DO AMP 2' C WITH 3-�D THW AL #4 CU. GROUN TO COLD WATER LINE 5QX 8' GROUND LINE ( 0 CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) SCALE 3/16 —1 o" Ls dEET I FOR: WAYN 25" REBAR LAP DISTANCE PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) --�, 25' MIN. LAP / / 25' MIN. LAP / LINE OF LOAD PATH 30 YR. DIMENSIONAL SHINGLES ON 30# FELT PAPER ON 5/8' O.S.B. - 1 DRILL & EPDXY SET #5 - OR PLYWOOD w REBAR. 12 \� z - FOOTING 4� ¢ .� c \ c 4 CONT. ALUM.--_\ `~ Q C.M.U. WALL � m a DRIP STRIP 6' ALUM......... ,.� Q -- (1) 15 DOWEL (1) #5 DOWEL a FACIA R- 30 BLOWN INSULATION w IN CORNER IN CORNER -1 2" CEILING BOARD W/ OCKDOWN CEILING ALUMN. SOFFIT -- 1'-0" \ � 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. CONTINUITY OF FOOTING ALL CONC. WINDOW (TYP.) & FOUND, WALL REIN, DETAIL_ g REMEDIAL REPAIR FOR DOWEL DETAIL 0 BE FILLEBLOCK IDw/ DOWELS /- PRECAST CONY. THIN THRU WALL SILL - C N R N E R CONTINUITY & WALL R E I N E U R C M E N T �-- N'T's' / 0 WINDOW (TYP.) 3/4 = 1 0 BELOW GRADE / °O ---MARBLE SILL 3/4' = 1'-0' CEMENTITlOUS FINISH ---8' CONC. BLOCK WALL (105 VERT. IN ,-- 1/2" GYP. WALL BOARD ON F�ICELLS 3/4' P.T. FURRING STRIPS W/ 15 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ 8d NAILS 0 6' D.C. VERTICAL REINFORCING \ 0 EDGES, 12' O.C. 0 FIELD do 4' O.C. ALONG NAILER 4 CONC. SLAB 2500 si w R-30 BLOWN GATT INSULATION MIN. W/25" MINIMUM LAP P / �r-•' FIBERMESH OR 6x6-10 10 W.W.M. 1/2 GYP. WALL BOARD / TOP PLATE ............._.._.•: •�' 4"X4" INSPECTION PORT AT _ REINF. AND VAPOR BARRIER EACH FILL CELL TYPICAL \ a 1/2' GYP. WALL BOARD a v 00 =III —I — STANDARD 90' BEND -III- - 2X4 STUDS 016 O.C. Z II=1I1=1I1=1 III —III —III —II � —III=1 I I=1 I ° < . _r(2) 15 CONTINUOUS FOOTER- -III'-II I —I I —I I -I 6 MIL VAPOR BARRIER NOTE; 2z6 NAILER BELOW SHEATHING N =1 I I=► r'I I I — I I I Imo-III=III=III= MID POINT BLOCKING FASTEN ALONG VALLEY W/ 10d NAILS 0 4O.C. ENGR. TRUSS I I=1 I I-III=1 I=1 I I=1 I III -I t�=1 I I=1 I I=1 NOT REQUIRED CLEAN, POISONED AND COMPACTED SOIL. SECTION @ VALLEY -SET ATTACHMENT 12" REBAR CHAIR IN FOOTING CAST-IRON AUTOMATIC 3" CLEAR, NAIL SUN 8 NAILS -- - 2X4 P.T. PLATE 3/4" = 1'-O" 024 O.C. JOR 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 e � \ 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 ll'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 1l'-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 (:4DTY PI INTERIOR NON -BEARING WALL 3/4' = 1'-0' 24' MIN. LAP 4'-0" MIN. 4'-0" MIN. 5/8'1 HOUR ARE RATED PLYWOOD SHEATHING 5/8'1 HOUR ARE RATED PLYWOOD SHEATHING #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE - -- --- - - PRE-ENGINEERED TRUSSES 0 24' O.C. MAX.;: 25' MIN. LAP __ ....__. _--___-. ... __-..........-. ___.__..._._._-_ __- _._ FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C. TWO (2) LAYERS OF 5 8' TYPE 'X" DRYWALL TYP. EACH SIDE TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING #5 REINFORCING BAR #5 LAP SPLICE 1 M R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING -- 1/2' CEILING BOARD W/ ' KNOCKDOWN CEILING 1x4 PT 10'10 - 8" X 8' KNOCK -OUT BLOCK W/ #5 a CONTINUOUS REBAR R 2" - 1 HOUR MASONRY WALL = Simpson Strong -Tie #5 REINFORCING BAR -- f 1 HOUR COMMON WALL HETA20 REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. A.C.I. STD. 900 BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. FIRE COMMON -WALL SECTION REBAR LAP &BENDING DETAILS 3NTERIOR I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED PROJECT NAME : WALNUT T E GROVE BUTTERFIELD DESIGN AND FOUND rr TO BE IN COMPLIANCE WITH TEE 2014 rcru VnrrrnM i VT nTams 'RV_QMVTVTA F. Ta TnrF.nnvr, cnnTA n 1 I � n �►I f \ f� T • /1 I I I - JOB ADDRESS: - FEC 2014, & AS" 7-10. BUILDER: BAILEY CONTRACTING, LLC DAVID W. S�rHPE ' 4408 Court St. , � "N WALLASTON DIL LIC.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN ZephyrhillS, Fl. 33542 DARE CITY FL. 33525 PH. 352-521-0865 — - - - --- 7�x,.lY}'Hyiri SCALE- AS NOTFD R 4" THICK CONC. SLAB W/ 6X6-10/10 W.W.M. 4" CONC. SLAB 3000 psi w/ 5 VERT. IN - �Ilk#CELLS - 1/2" GYP. WALL BOARD ON ON 6 MIL VAPOR BARRIER 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER ~` \ 3/4" P.T. FURRING STRIPS #5 DOWEL TO MATCH \ d ° VERTICAL REINFORCING �` / MINIMUM LAP � - 4" CONC. SLAB 2500 psi w/ ed ° � z \ I= I I=III=I I j. I 4f1l' STANDARD 90 BEND �� '`III III I I I -I I I-'r: n"W/25" 6z6-10/10 W.W.M. 4 X4 INSPECTION PORT AT . EAC FILL CELL TYPICALREINF. AND VAPOR BARRIER THICK CONC. SLAB ON 6X6-1010 W.W.M. ON 6 MIL VAPOR BARRIER _ _\4" —III=1 I =1 i— a e 1= \=III � — -'- (2) #5 CONTINUOUS FOOTER I= a ° — _ I — 1=III=III=III=1 \ I- N _ __ I—� 6 MIL VAPOR BARRIER __ ___ _ _ _ _—III= = I =III= I I= I STANDARD 90' BEND I I=I =III=I 11=III=I 11=III= —I I I=I I I= I I= '— _ _ _ _ __ ` ' ' 2 5 CONTINUOUS FOOTER _ —I I I —III —I I I I �) # -4- g (2) 15 CON¶NUOUS CLEAN, POISONED \ AND COMPACTED SOIL. 1—' CLEAN, POISONED AND COMPACTED SOIL. 8, 12" '—REBAR CHAIR IN FOOTING 3" CLEAR. 12" REBAR CHAIR IN FOOTING (2) 15 CONTINUOUS 811 4" 16" x 16" STEPDOWN 3" CLEAR. / / 4 16" x 12" INTERIOR MONOLITHIC FDN. 3 16" x 8;; MONOLITHIC FDN. 20„ x 12 1 MONOLITHIC FDN. 2 3/4" = 1'-0" 3/4 - 1 -0 3/4" = 1'-0" 30" (4) J5 cON'T. EW. �- POW. /- z PRAM, ZE ANnA�n H�fA 5T\* z� � 7HOO�I (4) i15 E.W. r - .... __ .._._. '.r. ..:.. '. .. .♦ate..... ... •�• �4a Jj .. J .� - _ 3O'x30'x12' DP. 30" x 30' x 12" MONOLITHIC FDN. 5 U�CAL 3/4" = 1'-0" MNF0PUWNT IN CWOMP CALL 25" LAp MIN, CLAN U�' p�QUlin FOp F00IflN6 15 NOT p9QUIPn, FOOV\ ITIWORCING 5fAN12 Mn, HOOK, 6 ONE STORY MASONRY WALL LOAD PATH 11 3/4 - 1 -0 FOR: WAYNE BUTTERFIELD JOB ADDRESS: 4408 Court St. Zephyrhills, Fl. 33542 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH TBE 2014 PROJECT NAME: WALNUT GROVE (S M EDITION) FLORIDA RESIDENTAL BUR DING CODE, FEC 2014, & ASCE 7-10. BUILDER: BAILEY CONTRACTING, LLC DAVW W. SMnl% PE 9909 WALLASTON DR LIC.# PE 53608 DESIGNER: LARRY DEMONTMOLLIN DADE CITY, FL. 33525 PH. 352-521-0865 I SCALE - AS NOTED EET S2 , COMPONENTS AND CLADDING 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WIND❑WS (N❑MINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ, FT. 20 SQ. FT, 50 SQ. FT. 100 SQ, FT, 500 SQ, FT. WALL O +35.3 PSF / -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 NOTE: ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL C❑NNECTI❑NS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, 3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5, COMPONENTS AND CLADDING 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (N❑MINAL) ROOF DEGREES ZONE EFFECTIVE WIND AREA 10 SQ, FT, 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. > 27 TO 45 O +32,3/-35,3 PSF +31,4/-33,5 PSF +30,2/-31,1 PSF +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 3O +32.3/-41,2 PSF +31,4/-39,4 PSF +30,2/-37,1 PSF +29,3/-35,3 PSF N❑TEi R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, O2 4 ft. 5 ft. � 0 O �4 ft. O 4 ft. 4 ft. O2 4 ft. 2O O O O 2 4 ft. O (:D T Oft.2 D 5 ft. O 4 ft. O 4 ft. 4 ft. O O 4 ft. 5 ft. O O 5 ft. 4 ft.02 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 a"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. ul � AI ROOF NAILING NOTES SCALE - NTS si 8-3 ley�D8 379 /D 3�9aa-3`79z,6 379/ v �zd�u 0 11 i