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Sherry Drive 1904 4'CDX PLYWOOD ROOF REVISIONS BY SHEATHING - I ROW 84 COMMON � �1�'�"w " I {,.�• � � '"T i�T NAILS 9 3'O.C. OVER FRAMING W/2X6 5YP No. SOU�FOOT,�INFQf3�TION 2 RAFTERS @ 24'O.C. W/2X6 SYP No. 2 COLLAR TIES W/(8) COND:TIDNED SPACE FIRST POOR ,�..�};, G,,F• �q�*=, i""+I �:' � • 12d COMMON NAIL5 EA. END @ 24'O.C. • UNCONDITIONED SPACE • UNENCLOSED SPACE EX15T. ROOF '"✓ ' '%�'' RAFTERS • LOT AREA(EXCLUDING WETLANDS&BODIES OF WATER , I PC. 51MP50N H2.5 W/(8)8d 2X8 5Y'P No. 2 LEDGER. COMMON NAILS FROM RAFTER S71RICTUM HEGHT AND NUMBER OF STORIES. FASTIEN TO ROOF THRU TO LEDGER MEAN ROOF HG'T. t2&-0%k PLYWOOOO DECK W/(2)#10 X 3 NUMBER OF STORIES 1 X'DECK SCReW5 W/ I'DIA. WASHERS 0 EA. EXIST. TRU55 INTER5ECTON MATERIAL INFORMATION i ROOFING(MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 15, AdD3 3j LEDGER DETAIL @ OVERMAM�ING RAFTER FLORIDA BUILDING CODE). ' 5CALE:X' - I'-Cr ROOF UNDERLAYMENT-ASTM 4869 TYPE i • ROOF FLASHING-26 GUAGE MATERIAL FOR DRIP, RAKE, CAP,& VALLEY _ RAFTERS-,SEE ROOF HURKICANE CLIP- • ROOF MATERIAL- f RAMING PLAN FAP 18 EA. 51 DE • FASTENING-REFER TO STRUCTURAL SHEETS i 0` Z TYPE OF CONS7RVCMON fp ON (� • TYPE Vy b O iJ3 N • UIQ--PROTECTED r. UNSPRINKLED Wa w eq•0 -.._ _. .. A C4 C 2XG COLLAR TIES W/(8) r N PRO.lECT LOCATION V' 1 2d NAILS, EA. END APPROXIMATELY-)Pa FEET FROM THE COASTAL CONSTRUCTION. e _ J e i '� Fp T _ NOTE; T- 1 71TL.E 5NEF.T, '=_1TE PLATA >eo«F Pt._Ao 4 Qaj C '' COLLAR TIE TO BE LOCATED NO HIGHER r_)E­ AIL-' wo Q4 ...�. THAN 2/3 THE HEIGHT OF TOTAL RAFTER A- t 4'. t` 1. ENERGY CALCULATIONS s r - r 1 ..• PE IECT SCOPE; ADDITION TO SINGLE-FAMILY DWELLING OCCU Q45: RESIDENTIAL GROUP R3 •► I FOUNDATION NOTE•. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE-SURVEY U L' `'•10~ SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS U SE OR ALL 1 } I PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM t MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. ARCHITECT-'ENGINEER mow;^ a.7. BUILDER ------ . PROJECT LDCA1 M P A �-• `� p *INDICATES PROTECT LOCATION OPENINGS IF55 OF F.115E UF'ENINGS TC, � THAN 1jr t t4lE TCF e !`r r �I USE(1)KING4(I} f � CRJPPLE L br 1,r� [.' 0ftMNG5 NC)7 DETWEFN 36'- TM(_'AI.STRAPPING(U O.N) (2)1,1'11.1!(, /y ��f vp I `• - 6-O.5HA I U5E(2) T )t t BC)T 1�?t,1 2 •?� 11-2. L . �.._..___._.__ ✓1 r KING 4(2)CRJPPIE5 -_ f-,* Ci)32' • i�i%` \�E J I ~ (U O N.) (Ttrt') � ' ' �' 120 �� �.Ap IF OPENING R r) F,CCEEDS 8'-C7 Ir! 1 (� X WE2. po4•1' �'�,� I e o1�'1CF409 ,( dl a1 WIDTH 5EE PIAN AN(r10K tk)t 1� 4 ( I f D -_ _� MAY F5F(C)CAi:( � �' 4�s41 0"j� _ �_ - -- --- 1 I � I� AT FITHFRSfDt 0i (r°' M+� f'NG.�1UU`; 0"4 � 1 ' t'!ATF bfT E bt CONI. BETWIEN r 14.4 g04 P I PC 20 S -1 BOLT 4 IVNG)TUL) N405T ff wntiltJ 2sS 1 12•Of KJn1r00 5TUD5 1 � �' 1 l ► �,• , try�f, j t Nil 11 11 1 1!2'k 101 ANCFIOK 13Cr T5 Gry r,.- Rrf > L L MIN,� 1t �' P. Firestopping In Nonflre Rued J emblles low 10 TYPICAL HEADER STRAPPING Re: Clartficadon of Bulletin G-3-00 5CALP N.T.S. (neo threat rte) 11-11 � I Section 705.6.3 requires that all nonfwe rated assembly penetrations be fire stopped to p erp er en the pass of aures and Wt gases. a maten`iia used-o�purp is not further identified inthe code. It is the olio of the Building Inspection Division that TIQNAL FRAME ROOF AREAS-BHIHGLE RDFS policy 8 this material must meet the requirements of ASTM E-136 or ASTM E-$14. This IliaTWnfor Na2MRdbs applies to both residmtial and commercial construction. 144 XIsi LL,iew°L GENERAL STRUCTURAL NOTES Wind ��tes: -- - 1. Codes: Florida Building Code 2004, American Concrete Institute,.American Codes: Florida Building Code 2004 and ASCE-7-98 aff, TF-r Institute of Timber Construction and American Welding Sodety. ---- • F Basic Wind Speed:iwTaw*p .2a" iebs.low 120 mph ( Ind Borne Debris Zone) - - r Will • CWb4-aopfILL.lspdOL 2. Live Loads: UPLIFT CONNECTOR SCHEDULE rot W" Wcc Roof: 20 psf Wind Importance Factor: i = 1.0 Building Category: II .. - EXTERIOR LOAD BEARING WALLS J*,T*nfwW280Cdit. W 3. Wind Loads: Wind Exposure: B 36Idia.0pam See Wind Load Notes Dbl Top Plate to Studs 1-SPH4 @ 32"O.C. s � tt'>9t.c 7Mt'aa Enclosure. Partially Enclosed Building Studs to Bottom Sill Plate 1-SPH4 @ 32"o.c. - --IRP 4. Allowable Soil Bearing: 2500 psf t Bottom Sill Plate to Foundation 1/2"dia. anchor bolt w/ '�� Internal Pressure Coefficient GCpi = +.55 ar -. 5 DRAWN 2"x2"x1/8"plate washer ' -- 5. Soil Compaction: CHECKED@24"o.c. Soil under slab onrade and foun % Wind Pressure to g dation shall be compacted to 95/o Windows/Doors.- .�.. r Header to 3'-0" Jack Studs 1-MSTA24 each side h►f•2S"fNwjaw modified proctor max. dry density (ASTM D-1557). DATE Header 3'-0"to 6'-0" Jack Studs 2-MSTA24 each side - u�»arf°�. End Zone =9.4' Header 6'-0"to 9'-0" Jack Studs 3-MSTA24 each side 1- yr►ar 6. Materials: SCALE ~ -- Concrete( Normal weight-28 days) 3000 psi Zone Effective wind area(sf) Wind loads(psfl HEADER SPAN TABLE ANQ $ 'UD. Reinforcing Bar ASTM A615, Gr 60 HE WINDOWIDOOR 2x4 JACK 2x.4 FULL Welded Wire Fabric ASTM A185 X05 No. -r. HEADER BEM Positive Suction MAX. OPENING $n)Qa .0_ HT`&TUDS N Hollow Load Bearing CMU ASTM C90, Gr N-1 lnterioc ' 0 +33.9 -36.1 SHEET Anchor Bolts ASTM A307 or A36 20 +32.7 -34.9 ! polblt�MMi 3R dor rp to it!pm- 2-2x8#2 SYP X-0" 1 2 h 11 �fi�wantt Welds 2-2x10#2 SYP w/ %" PI Flitch 4'-0" 1 3 •r rirlr irewn{4arsrlitwi*1WWllaa�r4o n. AWS E70 or E60 50 +31.2 -33.4 Ply M� 4• A„13v„ Wood Members(#2 SYP) Fb=1300 psi Fv=95 psi 100 +30.0 -32.2 2-2x10#2 SYP w/%" Ply Flitch 5'-©" _ 1 3 p 711 A-,t 2-2x12#2 SYP w/'/4" Ply Flitch 6'-0" 2 4 ' • *~.* Fc=405 psi E=1600 ksi End zone 10 +33.9 -42.7 2-2x12#2 SYP w/ i/2' Pty FtAch 7'-a" 2 4 �" '� "�' " Microllam (1.9E) Fb=2800 psi Fv=285 psi 1 20 +32.7 -40.4 Fc=2700 psi E=2000 ksi 50 +31.2 -37.3 100 +30.0 -34.9 OF SHEETS MA11gAfAt/Awlf1 !! NO.186A-2406•p+ REVISIONS BY f 1 4 t� W1 '2-4 5 6A �-,G�W-;"• �+` +''�. pi's%rG C i 1� f i(.'.G.^'�} Gam!,- •' I.,i 1.. + 61 — , W!r4 ol,W -4 r 4 i ----- _ - .-� f�CLJ'1" lit rf•!} ! t � i A 7 s erg ! 1 0.4 10 JJ4 -FM HOVE Lzm — -- - f; file z --- - , } I + I N t�h► pmt s w o \� 3 . 'r,.i. .,fes`''' ' H E 1 S' 1"r i� ` j+Y/^. I t_ •t I —. r.... » I ! , A ., , •rte' 1' --_ � A 1�""+_ _4 1 A% 1 a t I t � } s � } .; f � '•� K 1'f �tom. - a �, 172 ?7 t. _._ ,� I � Hew w►�, /"f'f ' /; � .,. tet ,. {"t j �/��/f� r` I � r '�• `';7+.'y ;'". '"f,�2 t ��/fir ' f _yX�t- � 1 ! � t _—__..._,._..._.r_ ._�,��� _. `t}! 1 {t/+�i F-47,4 t"" ° t ' � y cam-,.�,,,��-�. -•'`;.'.�.,p,-�.1.. ?�-- '„'._ }' � ,✓ -.-- - _ '� I ' 1 0 Eli, r J �'W t �'• / ELECTRICAL NOTES: ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ' t ► } _ i �\ , f J� k�' `'..'; ELECTRIC CODE. (CURRENT EDITION) ? i f 2. LOCATE ALL ROUGH-IN BOXES SUCH THAT WHEN DEVICE �l L� U r COVER PLATES ARE INSTALLED THEY WILL CLEAR ALL TRIM BY 1 INCH. I i ... (MIN) I 3. PROVIDE DIMMER SWITCHES FOR ALL CHANDELIER&RECESSED LIGHT AS SHOWN ON DRAWINGS. 4 4. PRE-WIRE FOR TELEPHONE&T.V./TERMINATING BACKBOARDr [ i . . .. ..._,....... _. . ... . ...._ _ _ - . .._... ._..___._.. ... . _.. __ __ _ .._.., . ____-� � _.___--._ - ___._ _--__----•-- __.. _ TING AT LOCATED IN GARAGE. .�, FIMRGLA55 5HINGLI•_5 OVER ` ' { ��- � S. PRE-WIRE r } � FOR SECURITY SYSTEM. L!� ( � �,•, 15M FELT OVER 7/t G'0.5.8. I� 5HEATHIWG W/7/16'PLYWOOD �" ' 1 CLIP ON ROOF TRU55E5 Q 24' �— �__ _t__?._'__� t` . 6. ALL LIGHT FIXTURES SHALL BE CAMPED BY ELECTRICAL ' SUBCONTRACTORS. _ kit O.C. ', 6M _ }.�?i�,t x • fit ►'?" w/ , 4 I , �. 7• ALL.PANELS SHALL HAVE TYPED INDEXES IDENTIFYING ALL CIRCUITS. '- 5lMP5004 MT9 12 I PRE-ENGItJ!`ERED ROOF 4-` , — __— HURRICANE STRAP(5>`E TRu55 8. PROVIDE ADDITIONAL SERVICE&SPARE ELECTIRCAL CAPACITY FOR i SCHEDULE) -- ---------___--_-- SPA&SWIMMING POOL. I ; r R 19 INSULATION W/2'POSITIVE ; # 9. UNLESS SPECIFICALLY NOTED OTHERWISE,ALL DUPLEX RECEPTACLES AIR5PACE UNDER SHEATHING I # C� VINYL METAL DR►P # 1 f i SHALL BE MOUNTED AT+18"AFF, SWITCHES AT+48"AFF,AND+1" �,1 � tNJ vtwn FACIA 518•GWB I Mf (MIN)ABOVE COUNTER SPLASH U.N.O.AT COUNTERS. VENTED rl 10. USE(1)HOUR RATED RECESSED LIGHTS ON ALL FLOORS OR 1-- (2)2X4 TOP PLATO W/6- !6d � SUBSTITUTE SURFACE MOUNTED FIXTURES. <<� NAILS MIN. 4B'LAP � � } s 1 ARC— FAULT IN ALL DWELUNG UNITS i ! 51MP50hJ 5PH4 W/(10) 1041 X ®32'O.C.TOP BOTTOM ELECTRICAL SCH ULE SINGLE-POLE SWATCH EXHAUST FAN } i 3-WAY SWATCH EXHAUST FAN w UGHT STUCCO OVER 1124 PLYWOOD 112'GWB 3 � DUPLEX OUTLET SURFACE MOUNTED LIGHT OR 112'05 WALL SH htlN PEvTEtd W%841 COMMON 6'O.C. KI ! INSULATION �` GRNO FAULT OUTLET RECESSED LIGHT ED 5, 12'ox FIC 5IMP5ON 5PH4 W100) ►Od X f A @32'O.C.TOP 4 BOTTOM 2X4 P.T.BOTTOM PLATO W1 SILL 5>`ALANT WEATHERPROOF OUTLET WALL MOUNTED LIGHT STOP LATH�STUCCO CORNER � SWITCHED OUTLET FLOURESCENT FIXTURE DRAWN B I'BELOW FIN15HED I :/��i SPECIAL 220v. NUTLETFLOOR JUNCTION 80X AB307 X 518'ANCHOR BOLT W/3'WASHER +�' �y 32'o.c. 4 6'FROM CORNERS iif �i �Ei/ e"1 Fen SLOPE GRADt .___ 1 '� � 2 C H E C K E D 220v OUTLET CLC FAN PREwIRE ,l �� .I' � THERMOSTAT O CLG FAN wAIGHT PRENARf �t 4•CONC. SLAB(2500 P.$.I.)WJ t _1-__ _..-1 T.V. OU TLE T SMOKE DETECTOR C TOR O� 6X6X I Ql I O WWF OVER 6 MIL VAPOR � DATE BARRIER OVER CLEAN,WELL 2S".t'AX e„MIN :T' — 4. 4 so � ! ! � •� . � ._.._t �' TELEPHONE OUTLET ELECTRICAL METER 8'CMU w!+F5 48'O.C. }} }{}^ 1 COMPACTED,TREATED FILL _ _ SCALE 2'BEND TOP t 9'BEND x6-U.4 X WL4 WILE J BOTTOM,FILL SOLID � r-i i I �,�•�_,. 12" Mph .. .., Y'w DOL FLOODLIGHT ELECTRIC PANEL ' TERPROM JOB N O. dA ER SMOK r. T -------- ���___I-► f.'tgAN 4 COMPACTED FILL L'� «� GAIT F'OR be�' DE 1:��'1(�-� 6" OPT tER I STORY WALL O EXTENSION (31)04 CONT FOR b e ib" RIDER 2 STORY WALL IN IMICK LC"T (3)% CONT FOR b•20- UNDER 3 STORY WALL Electrical Plans SHEET •• .. ° - .►" ---coKr.coNCRIrTr FOOTING czsoo ON N� FLAN Ir W/2 -#O5 CONT. 12'MIN. " " nt to •If' �� f�flrlrf.and ,illy from structLes • DISTANCSF BELOW GRADE o�awd I»dicotittg the ollowin I 1-8" than 1'-08 v�rtW&jjV pW 0"hortla#"I1y,Gpftt�Gtcx h!• two 4.hC4tGM� Foundation Inspection Riser dia am includin size and ? ��t��s �a�o�l+.•«k�+alfr�or'' aC�r to p..w�,c .ro•ron or •oil. 8r g type of service entrance conductors, (New home or new service only) Includes a plan note,which states: A foundations me Electrical layout tan showing location of all receptacles, switches, and distribution panel. TYPICAL EXTERIOR WALL SECTION '' d �• l3 p survey shall be performed and a copy of the survey shall y p � . Includes a plan nate that states. "All electrical wiring to be in accordance with '02 NEC. Provide arc-fault 7 be the site for the building inspectors use prior to framing inspection. Or all property markers shalt be MONUL1Tl�tt R�T� P g 5CAI.E: S/a'• I'-0. (I story- 2x4 stsckJ �►.� _, ' crrcult lnterru zt+�,�► �r� atll l�edr .-- ed and a stretched Brom nwker to marker to vert required setbacks. ----~ .,__, # ooms per article 210-12". .. ...._.. _ .,..._ ......_..._. .-•;,r--,gyp �r 1 • OF SHEETS MATXWAL IltNRl W NO.186A-2406•»• moves10Ns my i t i t I� i ` -r� �X t�-r i�46oItO v r.� v4oil t 71 w f _ �- ..«,r.,riw+►_-#_r..w...v.*++'ra+r.._._.,.ror..r_tin,r...wY.�F� wal.M vr_�.__...�-._�_.�._r_ '`�`. Cru 15 / � ...,. .. ._ ,.� f DRAWN CHECKED _�xT� O NOW WALL � co;) �Vi . �. _ DATE oil SCALE JO® NO. SHEET OF SHEET6