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HomeMy WebLinkAbout37802-37808 Prairie Rose Lpv FIBERGLASS SHINGLES MEAN ROOF HEIGHT a ��u ---------- A % FRONT ELEVATION -UNIT 5 FLORIDA APPROVED PRODIICrS LET $NVIq SII/H�JAHd3Z.do !Parent Approval Manufacturer i d MWd # orName Category Subcategory P/Seq k� Proda Model Description A.U0 FL 11321.1 'Builders Hardware, Inc. Exterior Doors Swinging Ext. Door Fier Door Entry Door FL15220.1 Plastico, Inc. Exterior Doors Swinging Ext. Door Assemblies Fillv_g 0 Taque r1a ss Door Glazed Fiberglass Door FL15279-RI Clopay Building Products Company Exterior Doors LSectional Ext. Door Assemblies FL15349-RI IMI Windows and Doors Windows ;Fixed Model 85PW_ 'Aluminum FL3664-R3 1 Tamko B uilding Products Roofing Underlayments .1 TW Underlayment - --- - - Self -Adhering Rubberized (MV 9NIE1JNfYld lvxf�03-lg FI4968.1 Guardian Buildinjg Products - Ashley, Panel Walls Soffits 16" Quad Four 0/4 StormMaster Shake Aluminum Fiberglass Reinforced `9NlC'll11q Sig d�iic�d-ro' FL9792-R5 Atlas Roofing Corporation Roofing Asphalt Shingles NVA -nA,1jS D&aC[ FLI 14734R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors !LSUU210 Adjustable Hanger FL1 1473-R2 1 Simpson Strong -Tie Co. Structural Components Connectors Anchors _JWood Cio c_ 'HETA Embedded Truss Anchor Ft rl'473-R2 I Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors :,META Embedded Truss Anchor 1 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors i Simpson Strong -Tie Co. I Structural Components Wood Connectors Anchors Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors I Strap Ties PLI1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties FL114734k2 Simpson Strong -Tie Co. Structural Components !Wood Connectors Anchors H2.5 Truss Tie NOTE M:p FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECMCATXW. FOUNDATION NOTES VERIFY LOCATION OF BUTIMM AT SITE USING OWNERS APPROVED PLOT MAN AM ADJUST CONCRETE FOOTING, SLAB, LAN M41% AM STRIPS, AS GRADE REQUIRES. IF CONFLICTS BEITVM WaSTING SITE CONDITIONS AM APPROVED PLOT PLAN ARISE CONTACT E1U1lLDHR. 1. PREPARE SM TO REM" 4"CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN WELL COMPACTED, TERMITE TREATED FILL 2. ALL FOOTINGS TO BE 160W X 90 D Wt2 #5 REBAR CONTINUOUS W= NOTED GENERAL ST.XXTU"L NOTES 3. ALL TMCAMNED SLABS (BELL POMBP TO BE 12- W X 20- D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANaMM ASMAY BERBQUIREDPER COlft 4. AIL COLUMN PAD TO BE 24" X 240 ]Ur W/ 3- #5 REBAR WAY 4"S NOT). TSB PLANMS�MI` TIRE 1-006M IIINIMOFTEM-2010FLORIDAR )ENUALBU]II1011413COD11% 5. ALL THICKIIINEDEDGE SLABS TOME Ir 120 W/ (1) #5 REBAR. F111C 2010, A AMN 7-10. 68 SLAB AT FLOOR ELEVAT111ION CHANGE IS TO BE Ir D X 160 W/2 45 REBAR CONTUR)OPS, 1. coNOW M- SIIIIA U, HAVE A M00111111M SWjRqeM(W,2,= pig (MESS W= n twim) @ 28 DAYS, 7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM POOTMOTO TIB-BEAAL 2. STlIM 2611INFORICE1111111IMT 99AU HAVIE.A ll1qWD S-H OF 4 mH SLAB AT GRADE AT in IN 10' TYPICAL (IN DmEam OF ARRM _*NP191NACCONDANCEIVIITHASTMA-615. s. Pr -7 T 3. Y , IF Y, =1110k X&MLL-W C"•JN TD"Mcw 9. RECESS FLOOR SLAB 3/40 AT ALL SLIDINGEXTEND STAB GLASS DOORS AND EXTESLAB I la- PAST BLOCK FACE. CONG1111113MM"MaUMISAN 10. EXTEND SLAB EDGE AT EXTBRIOR, DOORS I IM PAST BEO(X FACE. ORC145.1$AM-M0NWK ��PSXASPERASTMC47& 4.GROW, IFANY, =h11HA9E3/8'_ If.. SOME NERICIMYSIMM ONW10ER. OWFAMPOWNIVAR AMX_M6%_ 270. M AIR CONDMON81COMPRESSORPAD SHAM BE 3%41X4wPLAC=rFM&WALL, TYPICALOR pf". MORIARJFANY, SEW1 BE T`M.* _0 -2- ous�� 6. THE OE? M­F6XJNM11W�B1&W'81b" F30ND1Nl3TElEBARINACCOlRD�N10E 13. ALL STONE OJLIWJCK VINEEIR FOOTINGS TO BE 221 WX 10"D W/ 345 REBARS CONTINUOUS. T Alk, T11 LuarmKIMBOND 40DIAM CO WITH,2WA OF TM-WD 10-99. 14. ALL FOOTING POR2 STORY T013E 20" WX IV D W/345 REBAR _NTRMOUS. 15. ALL THICZENED SLAB (BELL FOOTS" W/ 2 STORIES 20' W x 2V D W-/ 3- #5 REEIARS BE"-wMaNnommu SMALL EIS OUR FRAAM412TIn COMMON NAILS FOR GABLE. (PLACE UPLIFT STRAPS OR ANCIEIIORS AS MAY P MUM PPER COOL) 7. AITAGHPLY T11 W. HERJW WALL OCCURS AT CHANGE IN FLOM M"ATION SHALL BE A MIN. DMAIMAM&W,Lffs 16. THICKENED SLAB (BELL FOOTING) A. 4" O.C. ALOM, W CONTINUOUS. B. 6" OC. AL61114111--11EIII-M OF PLYW 11. PROVE 4" GLAWOUT F(W ATTHEBASBOFWALL To BE PROVIDED BY ;TERED TERMMq)ES. F4-X WAia 'TO BE #2 SOUIREIRN YELEAW PM (OR EQUAL 9. ALL WOOD LOADABAMNS (FB - 12901" 4P W O.C. 10. ALL WOOD cis SRkI.L HAVE A, OF grm PLACED nmWrLyUNDM79EQIRDERAND DOUBLE WOOD NOTES PLA M. ii. pM4&_NbFACTUR0D ROOF TRU9lIllllilS I!GM,B=@WIKACCORDANMWrMT]OBLATEST TPIDESIGN 1.,40RAmW MIDIBERS SHALL BE WOODMEMBERSWITH PROPERTIES EQUAL TO OR B" THAN THOSE GIVEN BY THE SOUTEMN "A-A.O.L. TO FUMM AM REACTION LOAN FOR DEAD LOADS, "QUIRAMCLS. TM TRUSS pDM RWWnON BUREAU FOR SURFACED ]DRIED SOUTHERN PINE N0.2 (MINIIMUM ALLOWABLE UENDM STRESS - 129M FOR SINGLE LIVE LOADS AM VM LOAM. M#A%VpAC� TMW 76*q*& TRUSS LAYOUT AM DETAILS SIGNED BY A FLORIDA USES AND 1400 PSI FOR REIPRTMVE MEM91IR USEL MODULM OF ELASTIC[TY -Ififtoo MEIMBEIRS REGISTENEDIRINE4111110L 2.AULUMBE3L]N=UACTWnENASOMYORCDNCRMMUUIMPMSMMAnD. 12. 11111OR-FIR(DU ANWRACK, DOW CIA119,MANDCOMPONIRMARESUBMITTED 0 -DO R& .1.1A mAWM,!1N&B8%AffiLANWAM 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO TEM SUPPORMNG WALL OR BEA�� THORN= 4' -TER SPBCMWAnONS. WWHTHE_ Al ASNOTED. ES 13. ALL EKIT-MGRI ORSEMARVALLSEGMENTSWITH WITH HURRICANE CLIPS OR DM -A -WALL FAMMORGIBMINIff- B%qw A&PW 8 M! I INTS OF THE NA3 X INAL CONCI10M 4. PREFABRICATED WOOD TRUSSES SHALL BE DES]GNW]NA=RD"CZ WITH TBEI ATB T 'OFTHBRdATIONALDESM NAY Ham. F DMA6ILT IS NOT MR ME BUMMA31i IR40M OF -GUM Lubmw Am ws nsmws As mmmmmow By TAB NIATIMNAL SPBMCATION FOR TRIESS FOREST PRODUCTS ASSOCIATION. ACTUAL SHBAR. WALL VLL 10 ff 5. TRUM*ANUFACTERM W#M SUBMIT S"DRAWNGS AM DESIGN NOTE WITH AN SEAL FOR APPROVAL. 14. ALL QW1W Iff" r 5 W 'PO"M I ON IItZDEOF1O AND FILLED GROUT. --UTOINCL=TMRATW.LMDC"ACrMOFnffl-CONNECTgRSUWTOM3a=TMMEMBM%CMMCAnM arr%vOF4 01111111111INE" GOISM, W THAN I2­1WT TOSWM 24*9" 15. CONTRACM TO VBWY ALL M OF TM CAPACITY'S AM MANUFACI`URES LICENSE JOFABRICATE TRUSSES UTIII. ;THE CONNECTORS SYSTEM POSED.-A LBHMWEROFIRBCORD. 7. BRMG,M FOR M BY TRUSS MAMMA-URINK ADDITION ON TO MEMBER SHOW O LR0CF,DBCKSSHALLI3EV-* PLYWOODOROSSFOR ITIE E MMS, SHINGLE ROOFS AND 5/8" PL FOR CONCRETE OR CLAY TILE RJD0FS.USE 8DN&MS AT ALL PANEL EDGES AM 60 SPACM SUIPIPOM. PROVIDEPLY (�LIPS AT PPOR 9. All WOOD F&M I E DHTAM SHALL ACCORDA4M WE "NATIONAL DERM A AI%A" zl%"L WOOD CONMUCIRW LATEST ADMON, NATf 10ML FOREST PRODUCTS SOCIA UNLB33 DBTAII OTEMMONTM 10. ROOF LIVE LOAD - 20 PSF. ROOF DEAD = 20 M 11. GABLE ENDWALLS ADJACENT TO CATHBD aalJN, GS ARE RBQUBkD TO BB CONTINU110M FLOOR TO ROOF DEAPERMAL 12 r3t, -1 4 PLUMBING NOTES 1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES ANDESCUTCEMONS 2. AIL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLIRAM 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 Cy V.Q 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 AIL WATER CLOSETS, LAVATORIES AND MUM SINK INSTALLATIONS. 7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CEMDM OR BELOW GRADE. 8. VERIFY ALL ROUGH IN RBQUIRBitIBr1T3 WITH THE FDnVRBS THAT ARE SELECTED. 9. COORDINATE ALL WORK WITH TRADES. 10. PROVIDE FULL SIZE PIPING FROM HOT WATER PAT WAIVE TO EXTERIOR. 11. WATER PHWG RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 104WL VIM PLUMBING TAPIL 12. HOT WATER PUTM SHALL BE UMLATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODEL 13.40 GALLON WATER HEATER. 14. TANK TYPE WATER CLOSET VOLUME 1.5 GALLONS. 15. WATMt-FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACHITES 2.2B GPM 16 PLUMBERS MUST USE A METAL, OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED. 17. THERMAL ENPANSION PROTEC710NIS REQUIRED WHEN THE WATER SERVICE IS EQUIPPEIII)WITHABACKFIMM DEV4.X 18. ALL BACKFLOWN PREVENTION DEVICES ARE REQUIRED TO BE TE91111D AND TEST RESULTS SUBMITTED TO 1W BUILDING DIEPART"IT 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,, ABMVE THE FLOOR INCLUDING ELECTRIC WATER HEATERS. GENERAL NOTES 1 BUILDER. WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. 2. BUILDER WELL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH A�L LOCAL AUTEKk HAVM JURISDICTION 3 1T IS TEE CONTRACTORS SOLE RESPONSMH= To DETERMINE ERECTION PROCEDURE AND SEQUEINCE To REM TSB _$VIM OF THEI BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LBUIW TO THEI AID*ON WHATEVERRAgY BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND MUM REWATN OF THE CONTRACTOR AFTER COMPLETION OF THEI PROJECT. 4. ALL DIMENSIONS AM ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERW= AND SHALL CONFORM TATHE ARCHITECTURAL DRAWINCK 5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOCRIUM AND THE WALL 6. THE mumom - STRIPS BETWEEN A SERIES OF VIINDOWS - MUST BE CERTEM To WITHSTAND TEE DESE&M WIND CAPACITY. 7. WINDOWS AND MASS DOORS MUST MEET THE IMPACT SrAmARDS. WINDOW'MFM MUST, HAVE LABEI:S ATTACHED LISTING, MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED, LABELS MUST STAYS THE FINAL INSPECTION. UNMI 8. WALL MDM, INCLUDING BRICK FACING, PAINTED BLOCK, OR STUCCO, MUST END 6 INCHEISABOVE TwGROUND TO ALLOW FOR TERMITE INSPECTIONS. TES, CONTRAMOR. CAN PAW THE INCH DIRECTLY TO THE FOUNDAVEON WALL 9. ANY GLAZING WITHIN 360] iOVAWALLY AND BELOW 60"OF THE STANDING SURFACE OF BATHTUB, SH0WBItSFAETQ, SHALL BE SAFETY CLAM. 10. BATHROOM VENTILATION MUST BE MECEINICALLY EXHAUSTED TO BEJJIIDIW EXTERIOR. 11. EQUIPMENT I)ISCONINECTMUST EIRWITHIN am 11 TEE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6-0- OF ATTIC ACCESS IF THE AIR RANDLERIWIS IN THE ATTIC. 13. A FLOAT SWITCH TO SHUT DOWN THEI UNIT OR OTHER APPROVED DEVICE To ALERT THE EKXMIEOWNERTHinfflCONDENSATION DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC. 16. AIL MECHANICAL EQUHNENT INCLUDINO.A/C CONDENS6ft3, POOL FILTERS AND POOL HEATERS SEL41L BRE OEICURED TO RESIST LOCATION VIM LOADS. 117 MASONRY MASONRY/CONCRETE NOTES 163� 3'1 �b pi NOTES: F3 L ALL MASONRY IS TO BE 8' HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE N4 WITH A MNINIMUM COMPRESSIVE STRENGTH OF 1000 PSL ;T4 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSL #J CONCRETE NOTES; 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3WO PSI AT 29 DAYS, 2. ALL REINFORCING STEEL TOME NBW DOMESTIC DffirOR11dED BILLET STEMi. CONFORM]NO TO ASTM A-615 GRADE40 EUMPT THAT TIES MAY BE DOMESTIC SUM CONFORAEM TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO A485. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL 0PENINGSSLEEV]3SANCH[OR BOLTSJNSERTWC. AS REQUIRED BY-01HER TRADES BEFORE CONCRETE IS PLACED NO S!"MO11PENINGS, PR INBSEIRTS MAYBE PLACID IN BEAMS OR SLAW UNLESS APPROMBYTSB ARCHITECT AND SHOWN ON SHOP DIRAXIINM 5. ALL RE24FORCM DETAILS TO CONFORM TO 9MIANUEL OF STANDARD PRACTICE FOR DRIAIL111MRINNFORCED-OONCRETE ACI 315, UNLESS DETAILED MUM" TAIR ON STRUCTURAL DRAVANGS. 6.PROVIDE SPAaM%CHAMSJMTSXMASRBQUMEDTO SSEMBIAX AND SUPPORT ALL REINFORaM IN PLACEL 7. PROVIDE CORNER BARS FORALL FOGTR*& S. ALL FOOTING DOWEL BARS OHAIAL HAVE A STANDARD 90 DEGM BEND AM SHALL BE EMBEDDED 5 INCHES INTO.IN�H FO 1 0 i - IINGS AND A hEINIlMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT AAMMEMILIM 4F 25 9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEIZLIINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF ............................ - ---- . .......................... ... . . ..... - - - - - ----- - ---------------- - ---- . . .................... - .......... Ui t SCALE" -',l /4 -1 ol BEET 2 MEAN ROOF HEIGHT FIBERGLASS SHINGLES a` 1��L 1 �----- -I Ulm! i, i ri i Ili 12 4 1/ ------------------------- 29'-8' 12 4 1j 01 T111 11 � --- --------------------------------- -------- El 24'-4' 110'-0' — — — s.m...._..._... — — ——......— ...— — _ — — —... — — —... — — — .m...._....,...., — — — — — — —...._............_ — — — ,....,....._..._... _..— — _ ._._... - _................e _..».........._.....—......... -- ............_ — — ...— -- —-........,...........e... — —, —... .......e — -- I — 12 4 ROOF O.A.H. ROOF O.A.H. —pw 12 4 7E] 1 77 n r.El:l SEE 3 0'-4' 110'-0' 26'-0' 30'-4' I c r � I ■ I ---------------------------------- I I L -T--J I � 5 W I I 8" I I - -0'-4' MO ASSUMED ELEV. I i I ------------- I I I 1 I I ■ I I i M❑I I I I I L_- 4, _ 0" 16'-0' L 11'-8' ,_0" 0, 5/_4• ■ ■ ■ ■ ■ --- -------------------------- r---------- --------- -----------------r----------- I W 4'-0' l I aS l I ■ I I I I I 31_4.10 I -.0'-4' MO ASSUMED ELEV. I I I I ------------ -J I II II j � II li 1 I II II j I II II 1 ' I I■ 1 1 j I II II I I II II I I II II I I 0'-If I I I I I 1 ASSUMED ELEV. i i i i i i 0'-0' SHEET NOTES REF. DWG. S-2 FOR DETAILS 12' X 20' MONOLITHIC FOOTING W/ (2) #5 REBARS O1 16' X 16° MONOLITHIC FOOTING W/ (2) #5 REBARS O 12' X 16' THICKEN EDGE W/ (2) #5 REBARS O3 12' X 16' THICKEN EDGE W/ (2) #5 REBAR 8' X 16' THICKEN EDGE W/ (2) #5 REBARS O 30' X 30' X 12' PAD W/ (3) #5 BARS EACH WAY #5 DOWEL EMBED ACI STD. BEND 6° IN FTG. O] PROVIDE 25' PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. 4' CONC. SUB MIN. W/ COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR TERMITES. CUT 10 DEEP CONTROL JOINT EVERY 25'-0' EACH WAY AS REQUIRED. 12'-0' 12'-8' (ASSUMED ELEV. I II 11 1 � I I■ I I I I II II I I II II I 1 ® II II I I II II I uo II II I II II I I II II I I II II 1 I II II I I II II I I I I■ I I I � II II I I I I 4SHW RECESS I II II I I I II II I II I I I II I I I II I I I „ I EC SHW FL — I JIM I I II II I I I I DW ' I I ► Lr �WJ L__J II II I II II I I II II 1 I II II I I II II I II II I 1 ■ I I `p I I II II I I 6 I II II I I II II I �-J II II C I I II II I ■ I WASHER &fRRYER FIELD LOCATE I I I I A/C CHASE ii u VERIFY LOCATION 1 I 1 W/ A/C TRADE ii i N I II II N I II A/Hi 6 I WH I I FIELD LOCATE A/C CHASE VERIFY LOCATION WASHER & DRYER 1 1 I W/ A/C TRADE II II I A/H r� -- -- - -�- ----- ----a II li■ii � I I I I I I I I I 1 ' -O'-4' Aki ASSUMED ELEV. I I 1 I I I I I I I � I I � ---------------------L-- I ' I I I 1 I I 18' I10, I , -0'-4' pt ASSUMED REV. ■ 00 i I 5 I ' r -1--1 I I I 1 I --- L------------------ IL ■ 5'-4' 2'-0' 9'-0' 6 UNIT 5- 18'-4' II II II II II II II II II II II II II II II II II II II I I ■ I II II II II II II II II II II II II Il II II II II II ■ II 11 II II II II II II II II II II 4 - 1------ ---- I ji ■ tl 11 II I II II II Ji I ■ o j l 00 II II II II II ■ -- -�L21-0# 6 7,-4' 12'-8' L 11'-8' �_- 21'-7�' - 5'-4' 4'-0• ' LrALI _ LPL, I ■ ■ ■ ■ ■ ■ --------- -------------------- Nor r �---------------- I --- -------------------- ------------ - ------------ II 10 � I I, I I I■ 1 j � ■, I 3'-4' 3'-4' 1 MO I i I I I ASSUMED ELEV. I I ' i i ' ■, ■■ ■ ■ ■ I I I I II II L--- ---------- ---------------T - r1 I I� II I II II , II II I II II , II II I j II II , II II I II II , II II I II II , I,■II I, 10■II 1 I, II I II II I I, II I I, II I 0,4 ASSUMED ELEV,II II , I I I I I 0'-0' ■ i i i ASSUMED ELEV. I� II I II 11 1 II II I II 11 , I, II I 11 II , I, it j II II II I , � I I■ I I 1; II I II II , I, II I II II , 4" RECESS ' I II I II , I, ■ I I ' I I ■ 11 ' I, II I I I � FL I li�� I ' ii r•--- i ii ii I I '■ii I I I, ii■ii LDW-J I, II I I, II I II II , KITCHEN p I II I II II , I FIELD LOCATE I,0 11 i ii■ii I A/CCHASE I I 1 I I I I I VERIFY LOCATION WASHER DRYER i i i I W/ A/C TRADE I, II I I 11 I, II / I I I I i I i i WASHER & DRYER A C I, II I I 11 11 11 I I 11 I, II I II II II II II IQQ' II I, II II II I ' oil FIELD LOCATE ■I A/C CH_ ' , UTILITY ROOM VERIFY LOCATIO II I I i l W/ A/C TRADE A/H i i ' --- ------------------------------ ----- - I ---------------------------- I II I I - I II II I 'i■" i ii■II II II I II rt----------------------------- I I, II , II II 1 I I, II � II II 1 I I, II I II II I I I, II I II II I I I, II I II II I I I, II I II II I I I, II I II II I I II II �I II II I I it■ii I U ii■ii i i� I I II 11 I I II II I I -0'-4' OIL i i i i -O'Z!E-& i I I 1 1-0'-4° ASSUMED E-EV. I I I I ASSUMED ELEV. 1 i i i i ASSUMED ELEV 1 I I I I I I I I I I I I I --------------i--- I ' I ' I ' I ' 3"_4" I ' I 1 -0'-4' OIL 1 ASSUMED ELEV. ■ I I I I ! I I I I 4 , I I, II I II II I I I, II I II II I I II II �■ I I � I I■ I I j I II II I� II � II 11 I I I If II II I I II II I ------II II y 1 I I I I, II I I I I 3'' i 2'-0' i I I, II I -4I I I, II 1 I I I 4-4' OILI !o I■ I I I■ ASSUMED ELEV. 1 ■ I I to I II I I I I I I 00 1 j �o 10 - I, I1I I I I I 1 ------------� 1-------------------------- I ■ I L--- ■ ■ ■ --------I ■ I ■ ■ I '-0' 2'-0' 9'-0' 2'-0' 5 ( 6 24'-0' 5'-4' G 7'-4' UNIT 5-3 '-0' RECESS SHW FL 0 mem- N -4' 1. 4,-3�' UNIT 5-4 I I I I I I I I I I ■ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEE 4 I N a A � eq qT kn .o on M o a �4 SEE 5 UNIT 5-1 3 BR AREA 1435 SF LIVING AREA: 1267 SF 115 SF LANAI AREA: 96 SF 43 SF ENTRY AREA: 43 SF UNIT TOTAL: 1872 SF UNIT TI UNIT 5-2 2 BR AREA LIVING AREA: GARAGE AREA: LANAI AREA: ENTRY AREA: TAL: 1669 SF 4'_6. 25 S.H. 1/1 EGRESS SiL UNIT 5-31 UNIT 5-3 UNIT 5-4 2 BR AREA 3 BR AREA 267 SF LIVING AREA: 1536 SF LIVING AREA: 96 SF LANAI AREA: 43 SF ENTRY AREA: I T TOTAL: 1669 SF r or i ininrp pnni:• 7 SF LANAI AREA: 2 SF ENTRY AREA: AL: 1921 SF A UNIT 5- SCALE: 1/4 )) = l)-o)) h Y 25'-0' -0" 25 S.H. 1/1 UNIT 5-1 UNIT 5-1 UNIT 5-2 UNIT 5-3 UNIT 5-4 3 BR AREA 2 BR AREA 2 BR AREA 3 BR AREA 1435 SF LIVING AREA: 1267 SF LIVING AREA: 1267 SF LIVING AREA: 1536 SF LIVING AREA. 279 SE GARAGE AREA: 263 SF GARAGE AREA: 1263 SF GARAGE AREA: 1276 SF GARAGE AREA: 115 SF LANAI AREA: 96 SF LANAI AREA: 96 SF LANAI AREA: 87 SF LANAI AREA: 43 SF ' ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 22 SF ENTRY AREA: UNIT `TOTAL: 1872 SF UNIT TOTAL: 1669 SF U T TOTAL: 1669 SF UNIT TOTAL: 1921 SF T1-41 crl n i tare i ininrp Rnnr• UNIT 5- 25 S.H. 1/1 EGRESS 4'-6' SCALE: 1 /4" = 1'-0" 1EE 6 P, 25 S.H. 1/1 25 S.H. 1/1 25 S.H. 1/1 25 S.H. 1/1 25 S.H. 1 1 EGRESS bGR WP 25 S.H. 1/1 GH WP EGRESS EGRESS GFl WP EGRESS [�� EGRESS PRECAST LINTEL — _ — — PRECAST LINTEL — — — — — — — — _ _ PRECAST LINTEL — — — — PRECAST LINTEL i AFl AM I LANAI LANAI LANAI :in j� "�� AFl MASTER BEDROOM\ NP 0 AFl All An AFl LANAI MASTER BEDROOM / BEDROOM #3 BEDROOM #2 I� I \ GA \ MASTER BEDROOM \ GFI \ AMGA \ I An 24 S.H. 1 /1 WP \ 24 S.H. 1 /1 1g I 24 S.H. 1/1 GFl / 71KI I.,/ 3068 / I oilIIIIIII// WP AFl /// `� I I I I An /\� 5D 2868 M © / \ GREAT ROOM \ \ / GREAT ROOM — M = — = / / \ \ AFl ii'! --�AFl AFl ���--� �� II 4068 \ 5068 SD\\ I I ---CLOSET -- ---- CLOSET ----- GREAT ROOMAn AIR N / AFl /j / ?q ? ti \�I co LAJ co @ GRti C / ; �;� II �;Z / ; II \\ N � + 0 � i � / � i tide �\ W.I.C. / a W.I.C. ! I \ \ CID� / I L W.II.C.— J ® \\\ � / BATH #2 DINING \ \ GREAT ROOM N \ \ i i \ \ \ \\ " RECESS MASTER BATH 4� \ ry�� MASTER BATH 4" RECESS EELS \\ MASTER BATH I I \ 1\ l I I \ 1 1 \ I I \\\ �� 0 I \ I 11 1 LINEN SHW N DINING I J I // / GFl DINING GFl , pW ; •P�' \I — , I 1 / / DW DINING I j / / DW DW \ \ 1 I I �`� / N I GFl \\ GFl 1 / / 1 I GFl / / �°' I I /KITCHEN db 11 3 \ I 1 1 °} 5068 BF PAN AN % / / \ I 1 ITCHEN 1 1 KITCH N I / 11 I I 5os8 BF PAN AN 1 I I II / b II I1 I I3 3 GFl GA 3 GR � � II )OKITCHEN)O UTILITY ROOM � / / UTILITY ROOM \ � M � N � 1 1 �� 1 1 1 I _PANTRY_; WASHER &DRYER — w w ' \ WASHER &DRYER G REF. M BEDROOM #3 _ — — — � Of\ vs db /db W PANTRY PANTR A�C I r------- \\ N I I I , W. I. C. I N \ 0 BATH 2 I I BATH #2 0 1 ; N \\ A/H 4D68 BF PAN/PAN ?\ # ! w w { WASHER & DRYER I i / ' MASTER BATH \\ �r -W PANTRY - wH ti DEN I Q Q I DEN � 1 I AFl Sa \11 /42 - f o o I' UTILITY ROOM AR / m m i \ \ BATH #2 0 I I ( ti� AFl 1 2868 \ A m WASHER & DRYER „ — - ! ( c I Z 1 co SD CLOSET // — —CLOSET — — BOOKCASE 0 04h1 O O 6' WALL AFl co 5068 BF PAN/PAN I 1 GFl GR 5068 BF PAN/PAN AFl Q� � I I Q An � / c��, I I A CCE A C ® 1 N 1 I SD / `t9 1 I 1 SD AFl CIA I \ I BEDROOM #%2 \I �I I ATTIC ACCESS ATTC ACCESS / ATTIC ACCESS ATTIC ACCESS / I _ �\ \ \ y4An { ENTRY I VilI \ I \ \ GARAGE \ \ / / / I\-0- LLJ I AFl \ Gn � I \� / AFl BEDROOM 2 / N I o I I `# I BEDROOM #2 m / ( ) I /ENTRY I GARAGE / ENTRY GARAGE I I 1 i I I GARAGE / / AFl I AFl I I ^A� 1 Idb AFl I / —�— -- — — — — I / F_ — — — — — _... — — — _._. - HB 35 S.H. COLEGRESS j / I- i _.._. ____ _._.. _. _..._ ._._. _....._......._ ... -1 F — — _... -.._ _...._... _.._ __ I _ � — \ ( 35 S.H.EGRECO HB I- _._.. _._. EGRESS HB ( I I/ I I I I I I I I I I ! { I I I/ I lu�or r wow I I GFl �I �IGn wP II I I \ I IU I \ I I al I I \ I lei. I I I \ I _ _ _ _ 9-0 X 7-0 O.H. GARAGE DOOR _ _ _ _ 9-0 X 7-0 O.H. GARAGE DOOR 9-0 X 7-0 O.H. GARAGE DOOR _ _ _ _ 9-0 X 7-0 O.H. GARAGE DOOR PRECAST U TEL PRECAST UNTEL PRECAST LINTEL A 1K UNIT 5-11 JUNIT 5-2 iUNIT 5-3 ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE gg 40 CIRCUIT ASURFACCEEMOUNT PANEL ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE 2. UTILITY COMPANIES. COORDINATE ALL WORK WITH ALL TRADES. ���R ELECTRIcAUTTUTY Co. O AMP 3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. L 4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE. 2" cROUNr>'o THW AL 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN T u V ERggGROUN� ELE TRIG ACCORDANCE WITH THE MANUFACURERS WRITTEN. INSTRUCTION,THE U COY TO COLD WATER LINE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND 5/e' X B' GROUND LINE IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE (PASCO Co. ATTACH TO FOOTER REBAR) THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. (BACK TO BACK SERVICE/OFFSET SIMILAR) 6. ALL WIRE SHALL BE STD.1,10 AND #12 AND SHALL BE ROMEX OR NM .....-- AMP ELECTRICAL ELECTR..CAL.... RLS.ER......._ CABLE TYPE B OR APPRED EQUAL. 1 ....20.0.... ................ ................................................._......_...... 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. N.T.S. 8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT. AFl I MASTER BEDROOM @ I AM N AFl ENTRY GFl M 3os cFl I AFl wP � ARdt a C u+m 35 S.H. COL. HB EGRESS UNIT 5-4 iEET 7 25" REBAR LAP DISTANCE r----- — +-------------------- -" " --------------------- 25 MIN. LAP 25 MIN. LAP PRE-ENGINEERED TRUSS O 2'-0' O.C. (TYP.) - ----- I wr nr I njin n&rl I I uNt UT LUAU rAln""-.� 30 YR. DIMENSIONAL SHINGLES ON \ InJI EEI T DADED nAl � /4 n C Q �....-. i ----� I I I I •.�,. • — — — — — —--II ----1 T------------- _----� ---------------- �- --- nil. �........ ..�� ..� I — JVf 1 LLI 1 nl LIN VI\ J/ V V.J.V. 5 \ - OR PLYWOOD 4 �' cw� iIlk ' 12 Q 'F®R\ ' FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ----------- CONT. ALUM.----, N J I ' C.M.U. WALL I I � �'d DRIP STRIP Q1 DOWEL ' I ' 6 ALUM.----, m I , � I I - O� I I � (1) �5 DOWEL FACIA .p: I I I I IIN CORNER I I II IN CORNER 30 BLOWN INSULATION ���CEILING W/ KNOCKDOWN BOARD f ALUMN. SOFFIT _ •• � .�-_-- � 1-0 ��--- SIMPSON HETA20 i I 8' X 8' KNOCK -OUT BLOCK W/ #5 I I CONTINUOUS REBAR NOTE: POURED LINTELS WILL BE 3000 psi CONC. 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS I I I I I I SINGLE HUNG ALUM. CONTINUITY OF FOOTING RDIAL REPAIR FOR DOWEL DETAIL ENDOW (')EMEDUNDI WALL REIN. DETAIL 8 ALL CONC. BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL o C R N E R CONTINUITY & WALL R E I N F 1 R C M E N T (jy�3/4'� N.T,s, TO BE FILLED SOLID w/ CONC. 0 WINDOW (TYP.) 3 1 -0 BELOW GRADE 0° 3/4' = 1'-v MARBLE SILL 8' CONC. BLOCK WALL CEMENT1TIOUS FINISH ---.� QFl1/2' 1 GYP. WALL BOARD ON CELLS �, 3/4" P.T. FURRING STRIPS W/ #5 DOWEL TO MATCH AFOIL R 4.2. FASTEN ROOF SHEATHING W/ Bd NAILS 0 6' D.C. VERTICAL REINFORCING 4" CONC. SLAB 2500 psi w/ R-30 BLOWN/BATT INSULATION (MIN.) 0 EDGES,12' O.C. 0 FIELD do 4' O.C. ALONG NAIIFR W/25' MINIMUM LAP TF FIBERMESH OR 6x6-10/10 W.W.M. TOP PLATE 1/2' GYP. WALL BOARD 4'X4' INSPECTION PORT AT . II REIJF. AND VAPOR BARRIER EACH ALL CELL TYPICAL ' - 1/2" GYP. WALL BOARD 00 ^ 4a . r _ —III—III —I STANDARD 90' BEND - 2X4 STUDS 016' O.C. z 11=III=III=1 I -III -III -III —I I_ =I I ( _ (2) 15 CONTINUOUS FOOTER I- =III=III=III=� 6 MIL VAPOR BARRIER o NOTE: I -co 2x6 NAILER BELOW SHEATHING THING E0. TRUSS — MID POINT BLOCKING 1 FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. I 11=III=III=1 1=III=1I — III= = III=III=III= III— III=III=1 NOT REQUIRED CLIEANPOISOMD 12" AND(CAM SOIL REBAR CHAIR IN FOOM CAST-IRON AI�TOM�lc SECTION @ VALLEY -,SET ATTACHMENT NAIL AI " 1 p 3' CLEAR. 'TIN ® 24 O.C..JOR EQUAL) 2X4 P.T. PLATE _.. 3/4 - 1-0 6x6 10/10 W.W.M. NOTE THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATIAMW DETAILS SUPPLIED BY THE TRUSS MFGR / ENGINEER TYPICAL WALL SECTION LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL plf 2'-10' 1'-6' 1700 3'-6' 2'-2" 1700 4'-0" 2'-8' 900 4'-6' 3'-2" 900 5'-4' 4'-0' 900 5'-10' 4'-6" 900 6'-6' 5'-2" 1200 7'-6' 6'-2' 800 8'-4' 7'-0' 650 9'-4" 8'-0' 450 10'-6' 9'-2' 350 11'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 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 3/4 - 4 TYPI IN�TIR�11RNON-BEARING WALL 3/4' = 1' 24' MIN. LAP 4'-0" MIN. 4'-0" MIN. 5/8" I HOUR FRE RATED PLYWOOD SHEATHING T 5/8' I HOUR ARE RATED PLYWOOD SHEATHING 3 OR J% REINFORCING BAR #3 &#4 LAP SPLICE ;. PRE-ENGINEERED TRUSSES 024" O.C. MAX. 25' MIT. 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 " R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING • 1/2 CEILING BOARD W/ KNNOCKDOWN CEILING 1x4 PT 10" d 8' X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR R 2" L 1 HOUR MASONRY WALL Simpson Strong -Tie #5 REINFORCING BAR - 1 HOUR COMMON WALL H E T A 2 0 REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. A. C.I. STD. 90' BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 3022.0DETAIL SHEET INTERIOR FIRE COMMON -WALL SECTION ����IElIINl�lETlILl 3/4' =1'-o`1 1/21' 3/4 - 4 TYPI IN�TIR�11RNON-BEARING WALL 3/4' = 1' 24' MIN. LAP 4'-0" MIN. 4'-0" MIN. 5/8" I HOUR FRE RATED PLYWOOD SHEATHING T 5/8' I HOUR ARE RATED PLYWOOD SHEATHING 3 OR J% REINFORCING BAR #3 &#4 LAP SPLICE ;. PRE-ENGINEERED TRUSSES 024" O.C. MAX. 25' MIT. 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 " R- 30 BLOWN OR BATTS INSULATION 20 BLOCKING • 1/2 CEILING BOARD W/ KNNOCKDOWN CEILING 1x4 PT 10" d 8' X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR R 2" L 1 HOUR MASONRY WALL Simpson Strong -Tie #5 REINFORCING BAR - 1 HOUR COMMON WALL H E T A 2 0 REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. A. C.I. STD. 90' BEND TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 3022.0DETAIL SHEET INTERIOR FIRE COMMON -WALL SECTION ����IElIINl�lETlILl 3/4' =1'-o`1 1/21' U a � � o U O U A z � a � oA a p" a1 A iL . i 1 I- I • ' 4" CONC. SLAB 3000 psi w/ 6x6-10 10 W.W.M. REINF. A D VAPOR BARRIER STANDARD 90' BEND I I= . � I I—III—III—I =(2) #5 CONTINUOUS FOOTER I_ 6 MIL VAPOR BARRIER CLEAN, POISONED AND COMPACTED SOIL. 12" —REBAR CHAIR IN FOOTING 3" CLEAR. 20 x 12" MONOLITHIC FDN. 3/4" = 1'-0" 30" (4) 15 CON'T. E.W. (4) 15 EW. 30'x3O"x12' DP. 5 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'—O" (1) #5 VERT. IN —----1/2" GYP. WALL BOARD ON Fl L CELLS 3/4" P.T. FURRING STRIPS #5 DOWEL TO MATCH �`�•N, VERTICAL REINFORCING W/25" MINIMUM LAP 4" CONC. SLAB 2500 psi w/ 4"X4" INSPECTION PORT AT ull 6x6-10/10 W.W.M. .,,-Y REINF. AND VAPOR BARRIER EACHFILL CELL TYPICAL a =III=III=I I _STANDARD 90' BEND �I=III=� I— — �� — (2) #5 CONTINUOUS FOOTER=., I -III -III- I- �-I 1. .. •g III-� � �-� � �-� � �-� I I �.... I�IIIFHII��� 12 REBAR CHAIR IN FOOTING 3" CLEAR. 16" x 12" INTERIOR MONOLITHIC FDN. 2 3/4" = 1'-0" 60Nn 6EAM. �I 7 HOOK. CLEAN, POISONED AND COMPACTED SOIL. THICK CONC. SLAB I/ 6X6-10/10 W.W.M. N 6 MIL VAPOR BARRIER (2) 15 CONTINUOUS 8„ 4„ 3 16" x 8" MONOLITHIC FDN. 3/4" = 1'—O" 1�:U55 �fA 51P\AI' l J• � 251'' LAP MIN. +J i ..ti•: . .... • • ... a .: : it ..t. :•�., .-i:_ ••a •'iJ :i" .J. ..;''. ..�: '.6.: is •.,.�'.:': _ .r•:'' IIM �II MJI 5fANnApn, NOOK, ONE STORY MASONRY WALL LOAD PATH 3/4" = 1'-0° VEIN9-111ICAL kl�INFOWUMENi IN GkOIITEI7 CELL cl,�ANqur kl�aui�n Fok 20ur LiFr 5 Fr, uNI,1�55 F0011N6n0Ml.l. IS N01' f�QUl�n, - FOOTR (2)1 8„ 1,_4„ i ...................„ 41 _x._16 STEPDOWN 3/4" " 1, O° " THICK CONC. SLAB / 6X6-10/10 W.W.M. N 6 MIL VAPOR BARRIER F U ZE* � d � � A a z � a � A a 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, 5 ft. ( 3) ( 3 ) 5 ft. 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 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 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, 0 4 ft. 4 ft. O O 4 ft. 4 ft. O 0 0 �O O ; O �L ft. 4 ft.�O 5 ft. O O 5 ft. ROOF NAILING SCHEDULE 4 ft. 4 ft. 4 ft. 4 ft. T 4 ft. R8O3.2.3.1 SHEAT ING 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. R9051A ASPHALT SHINGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 gage SHANK WITH A MINIMUM $ INCH DIAMETER HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 4"INCHES THICK THE FASTENERS SLAA PENETRATE THROGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. R9O5.2.6 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. I 12