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HomeMy WebLinkAboutRevisions; Adding Porch to PlansOFFICE USE ONLY: DATE FILED: % PERMIT # 7�7 - REVISION FEE: TJ RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: S� 1Dr DETAILED DESCRIPTION OF PROJECT ,ttun�Nilu�+!y lZOZ 8 ,� � 7nr 03A1303H CONTRACTOR INFORMATION: STATE of FL REG./CE I#I: ST. LUCIE CO CERT. #: BUSINESS NAME: l QUALIFIERS NAMEl�Cl V t ADDRESS: CITY: STATE: PHONE (DAYTIME): - C FAX: - OWNER/BUILDER INFORMATION: NAME: 01 ADDRESS: CITY: STATE: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: MANAP. ZIP: ZIP: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: �1 SLCCC: 9123109 Revised 06130117 ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'•0" MAX L THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR BLOCKING W/ APA RE FOR SPAN 7/16" OSB SEE "HIP/R BLOCKING" PRO 0 W S W Q CONTINUOUS BOTTOM CHORD V BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - "X" BRACE SEE o TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE:. 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. T805 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS I 4 FT. O I _______________________, 4 FT. °r' x -------------------------------------------- i I I i SEE SHEET S-4 5 FF. 4 FT. O � J 'Q 5 F t. 4 IFT °2 _______________________ ______ , 1 I ; I 2 4 FT. I -------- ----- -------- O O ----0 4FT. 4 FT. O ROOF NAILING ZONE DIAGRAM O NAILATBASE2ROWS @4"O.C.W/8dCOMMONNAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND. TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD D� NAIL ANT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" D.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE. W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR@ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" D.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" (2)- 2x TOP PLATE 15/32" OSB 15132" OSB BEYOND EXPOSURE 1 EXPOSURE 1 SHEATHING SHEATHING II I II II II II II II PROVIDE I II BLOCKINGAS II II REQUIRED PER II 1 = SECTION X-X IF NOT FULL II II HEIGHT SHEET C II II II II II II yl II © LOOR SYSTE W LL SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM /8" S SINGLE NAIL EDGE SPACING EDGE JSPACING 1/2" II I I II II II SOLID 2x 1 II II II I BLOCKING @ ALL = w III III It II II I SHEATHING m III II II II EDGES ( SEE pl III C III II C II I I - SECTION X-� NZ III OPENING II I II 1 I II III -'I - hl - r-li I II II - III II II Ili II II II w D I I III III .1-T _. _ 1� 2xSTUDS III I I I II I II II II it BEYOND. N III ( I. II I I I JI II II I SEE PLAN co,/III I II II II I I II II. I III II II II I vwi� III I. I I II HORIZONTAL WALL ELEVATION DIAGRAM 'IS" = NAIL SPACING DOUBLE NAIL EDGE SPACINGNAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN w z W LL2 a0�R z y J m �12 pT~ii Om0GO E E LL E N w I r 0 to LL N LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS FA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE B13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T TY CONNECTORSCHEDULEFOR:ADAMS HOMES- 2010 EleM.Aw 30'x20'Porch TRUSS ACTUAL CONNECTORUPLIFT TRUSS ID BEARING POINT UPLIFT CONNECTOR ID DESIGN RATING FASTENERS NOTES C1-05E7 H7 L/R -465#or less -HETA16 PER TRUSS MFG 1810# (9)10dx 1-1/2"' ClP C3P CSP E7P H7P L/R -4149or less H10A PER TRUSS MFG 1340# (19)10dx 1-1/2 H6P L/R -446#.or less H2.5A PER TRUSS MFG 600# (10)So B02-B06, D01-DOE, DOS L/R -885#or less HETA16/HETA16 1810#/1810# (9)10d x11/2' (9) lOd x 1-1/2' B01 L/R 1940#or less (2)HETA16/(2)HETA16 2035#/2035# '(10)10dA 1-1/2' (10) 10d x 1-1/2 A01 AO9 -L/M/8 -1684#or less HETA16/HETA16/H10A 1810#/ 1810#/ 1340# (9) 10d x 1-112' (9)LOdx 1-1/2' (18) 10d x 1-1/2 A90 A15 ,L/R 869 #or less HETA16 /H10A 1810#/1340# 110dx 1-1/2 (18(10d X1-1/2 A16 L/R -1712#or less (2)HETA16 /(2)HT520 2035#/2900# (10)10dx 1-1/2 (48) 10d x 1-112 A16 SUPPORT COLUMN, R -1712#or less DTT2Z 2145# 1/2 WA SIDS SCREWS /R -960#orless H10/IDA 340/1340#Log (18)10dx 1-1/2" (18) 10d x 1-1/2" q5 L/R 1351#or less (2)MTSi�,/{2)MT5)2 2000#/2000# (28)10dx 1-1/2" 28) 10d x1-1/2" TRUSS MANUFACTURER PRnRIIIfn DATEOF(AYOUT: 4i5FE OF"TRUSS GAi15Hk'ETS="-'R/1_ L=LEFT, R= RIGHT &M=MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALI CONNECTORS ARESIMPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 6 FASTENERS SEE Gyp CONNECTOR&FASTENERS SEE SW, OFRAME TO HETA16 w/(9)1 Odx i 16 DR 1&1® HTA18 w/(10110tlx112011 1686 1810 MASONRY HETA2I)WrS10dx1112, HTA20W(1OFWx11W O FRAME R2.MWp0)w NAILS 535 5$6 RTTAW(1BISdILS NA 515 SM CEO -To-o EWE TO 1­11CAw/(1B)ll 10 1015 RT1SAW07LOdx1 la' S95 1620 OC FRAME H10A-2wl(1$L0dX112"AT 2 PLY TRUSSES 930 ION RTIB2WO6)1(Mxl 12"AT2PLYTRUSSES 935 1060 D O FRAME TO MTS12WO4)10dx112"(AT EXTERIOR 0� EXTERIOR MM12 wl(14)IW x 110(AT EX 10M 1 195 FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATON INCLUDE (3) 12d TOENAILS) OFRAMETO MGTwW)10d NAILSANOSB"A.T.R. WIT 5M0 Mill MUGTiSW(M)100NAILSAND54Y AT.R.W Mw MSS MASONRY EMBEDMENTVS1MPSDN'SErEPDXY 12 EMBEGMENTw/SIMPSON'SEP EPDXY O FRAME TO HIS20 w/(24)tOdx i.12'(AT EXTER100. 1125 1310 N` w/(2II Wxl llT'(AT EIRERIOR 1285 1630 FRAME LOCATIONINCWDE (])12d TOENAIt6 LOCATION INCLUDE (J)IId TOENAILS FRAME TO (2)HTS20W(48)10dx 112"(ATMOERIOR 2250 24" (2) HTW20wl(48rIW x117(AT EXTERIOR 25 70 M FRAME LOCATION INCLUDE(6)12d TOENAILS LOCATION INCLUDE(6)12d TOENAIM(EA) HI W(16)10d NAILS AND (2) E,B' AT R HUGT2 W(16)1 W NAILS AND (2) NIF AT R. OFRAI TO WI EMBEDMMTWSIMPSON'SEP 10000 WIT EMSEDMENTWISIMPSON'SE 7020 9790 MASONRY EPOW(M1TSFOR3?L)o EPDXY(HIIGT3 FOR 3-PLY) OFRAME TO FGTR W1(18)1N'x 7 BOB WOOD SCREWS MU 4J26 RFUSwd02)WS3MODSCREWSAND 71� MASONRY AND 12) 12'x6'TTER HD ANCHOR BOLTS (4)T0xVWEDGEBOLT (1) LOT2 W (16)16d SINKERS 0&(7)FRAMETO 0 1IN' x 2AW TITEN 2 1750. 2030 MASONRY SEE NOTE BELOW 99MASONRY/ FRAME TO (2) LGT2 wl(32) IW SINKERS &(14) iN" x 21W MTEN(2 PLY MUSS) 3500_1d 4080.M (2)LUGT2 W(32) 16d SINKERS &(10) 1W x3" WEDGESOLT(2 PLY TRUSS) 31MM 3100M FRAME OR(M)lWSINKERSFORFRAME(EA) 3WOF 0714-F OR (M IW SINKERS FOR FRAME (EA) MOOF 4520-F JS FRAME TO MASONRY/ (2) LOTS W(24) iM' x 3" SDS SCREWS &(8)WxV'TITEN(2 PLYTRUW) 47304 6570M M LUGn Wl(24) 1N'x21WW62S SCREWS&(4)1Cx5'WB(2PLYTRUSS) VISOM 7050M FRAME OR(52) 16d SINKERS FOR FRAME(EA) WINE 89&OF OR (M) 100 SINKERS FOR FRAME (EA) 7710.E TO HU440 OPT HUC4lD W (18)16d & (10) 10d G4'IMU H04100PT HM101F W QD) 1M&(10)10d GUM OBEAM BEAM NAILS U#1115 NMLS W19H TO HW100PT HUN10 W OR) TITAN GM4100 HD410 OFT HD41 OF W(2M) iM'x3' G#3055 ©BEAM MASONRY 1/4'x2 W4"&(10)10d NAILS U#1100 WEDGE-BOLT&(10)10d NAILS UNSM BEAMTO HWE OPT HUC46 W(8) 1W NAILS& G#1540 CONDO H048 OPT W48 w1($1101 NAILS& G#1625 G#2016 O MASONRY/ (12),Ile x 2 WV TITEN(TO MASJ UABBO UMH35 (12)1N'x 23/4" TAPCONS QO MA8.1 U#1030 Law FRAME OR(12)1W&(6) 1 Od(FOR FRAME) SW-F SYpM OR (12) 18d & (6) 1 W(FOR FRAME) $YP-F. 3YPM (2)HETA16 OPT (2) HETXW 1920 Q) HTA16OPT Q) HTA20 OFRAMETO MASONRY 1FL 2305 2MS 2365 4PLVw fOtlx 112'OR 2430 2430 2.PLYvK0dJ11d 2PLV wl (12118tl 2PLV wl (12)iBd ILY HTSMI$ W MDIW NNLSAND(4) 1A4 114' 955 1110 HTWM16 W(6)1 W NAILS AND(4)9/4k1 S'4' 1115 1225 ON FRAME TO TAPCONS OR WEDGEJ50LT OR MASONRY HTSMM W(10)10d NAILS AND FR1NV 1M' SM 1110 HTWIANW OINNAILSAND(4)iN113N'. TAPCON3 WEDGE -BOLT 1145 1225 O FRAME TO HIM w/(8)3d x112' NAILS AND(2) 30'x4' 910 MASONRY TITAN HD DTHZ W(9)1/4"x11Q"SDS WOOD DTB-TZ W(8) 174'x112'W515 WOOD OG FRAMETO SCREWS AND (1) 10 B A.T.R. EPDXIED W 21" SCREWS AND (1) B A.T.R. EPDXIED W 1510 IBM MASONRY. SIMPSON'SEP(SEE NOTE A) SIMPSON 'Bar (SEE NOTE 44) HITS W(26) IN X IT NAI AND (1)WWff HTT45w/(26) Led x21R" NAILS AND(1) ® FRAMETO A.T.R. EPDXIED wI SIMPSON"S6T' 50W 518'B A.T.R. EPDXIED W SIMPSON"SET' - 5005 MASONRY (SEE NOTE #4 BELOM [7M (SEE NOTE W BFIAW) HTT4WO8)160 x212"NAILS ANO (1)&g 0 MTi45 wl (18)1&tl x21/T'NAIL6AND(1) ® FPAME TO AT.R.EPDXIEDwISIMPSON'SET" 42U M-0 A.T.R. EPDXIED W SIMPSON'SET' - 4160 MASONRY (SEE NOTE N40ELOW) SEE NOTE #4 BELOW) O. FAME TO H10S W(24) IM x112' NAILS 910 LUOT1 wl(L.3) 8d x11/2"NAILS INS 1095PRAMETO HM9KTW(4)1Nx11,W$D9 W000 ]&0 RT1SMW(9)Iwx112"NAILS& 190.R Y305 MASONRY SCREWS&(S)114- VeTAPCONS (4)11Vx13N"TAPOONS FMMETO VGTW(16) 11453' BOB WOOD SCREWS& O MASONRY F)50T'BA.T.R.EPOKIEDwISIMPSON"BET' M56 4WD W Ir MW. EMBEDMENT 5170 71&6 SEP WYT'MIN.EMBEDMENT tFMME(2)VGTWI(3211/4"x3'SMM0OSCREWS&Qo51S'8ATR.EPDXIEDWSIMPSON VGTWI (16)1/4"L1" SDS WOOD SCREWS&HDU4SDS2.5w/O(o1AM1/Y'SDSWOOD MUDTiSwI('12)tOtlNAILB&HTT4fiw/(10I- 3285 4MS 10GNNUs&F)50'8A.T.R(2) 4160 SCREWS&(1)WrOXT.R. HTrS wI (52)18tl5212' NAll9 & 43J5 50Bp (2)HTTd5W(52)16dW1/ NAILS5005 (1) MWff A.TA. (SEE NOTE M) & (U MS'BA.T.R. (SEE NOTE A) 1. CONNECTALL FLOOR TRUSSESTOINTERIOR BEARING WOOD WALLS/ BEAMS W(2) 12d TOENAILS. 2. ALL TRUSS TO TRUES CONNECTIONS Me PROVIDED BY TRUSS MANUFAQTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USE CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, BOAS ON FULL HEIGHT BYE #1 2W' TO TRUSS V€eo, NWEILW(2)ROWS OF No NAILS@ 3' O.C. STAGGERED. & IT MIN.A.T.R. EMBEDMENT 0 CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W/4 '2x SNP 42MATCH CHORD LUMBER Sloi)W(2)ROM 1W W 4"FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE OA MINIMAL CONNECTOR UNO ON FRAMING PLAN 1, CONFECTION FOR ALL ROOF/fLOOR TRUSSES TO MASONRY WALLS/ LIMTILS/ ICE WALLS UNO ON PLAN 2. CONNECTION AT W' OR 3Y O:C. PENDING VERTCALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS WE DETAIL FB12I89.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JAM TO MASONRY WALLEICR WALLSILINTELS 4, CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 3@" 0.0 MAX W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WTJI OF APFUQABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEMUNG WOOD WALUBEAMI WI(2) 12d TONAIL6 0 MINIMAL CONNECTOR UNO ON FRAMING PLAN 1,,/�-�CONNECTIONFORJACKMUSSTOWOODWALIORBEAM 5Cl MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES I. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN" 1/2" COX (4 PLY) PLYWOOD, 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16'. OSB EXPOSURE 1SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT.REQUIREMENTS SEE R905.1.1. ... NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O,R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U.OR ICE WALL l - \ 2 x SUB -FASCIA SEE TYP. WALL ALUM FASCIA SECTION 2x4 P.T. FASTEN TO C.M.U.w/ 1 1/2"LONG T-NAILS 0 2'-0" O.C. SECURE 1-CHANNEL @ 12" O.C. '- CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINQ WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" ���•.��GENSF';g .� v' No 87864 ; -A 4 * •CLy O ;�'• STATE O• H \ �C�, ` �1`` T A �, T 08dtllTl { (6 It S'o@etcAvg N fD cW yy O ON 6M LL LL LL -a ON Z W m $ a o Wm Mi g g&E la jo\A a w 3 mN'6 0 Malw DO Do °EE`Ag LLO� N 0 oo � &a. z L) 3 rU) L W ❑ ❑ ❑ WWW.FDSENG.COM (D & Z o Z N J a Z N O w Ow c U r C4 w e pp �BII1 Q N o bA QI W ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: U7 co wI m O .2 c m C z N U ; 0) W / a o` m M LEI r L2 0) z F-YUm "' a _l Lu Z:) 64 LLo m VT Model Name / Number: 2010 VI Plan Issue Date: Friday, July 16, 2021 VI KA PROJECT NUMBER: 20-0025 Sheet: 6 Of: ROOF PLAN A