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971 Paradise Circle NEW HOME DRAWINGS I I � I SILT FENCE (TYP.) �4A�,I/ >, 6 ,�2 / t�l - u m Rt 50, .2 I N % -�- ,�/cml-o,- cou/�� m W (1) �2 r1e) fo r �14�- cz (:T -�, V) c- -0 ,r- 7,5' ,?.4. -� 4�7 soo:�3, w �d *r- C) Q) 2 r % \�� /\ " /0'� LL- 0 ---_ .G m I . ---_ 0 .1^1) l2a 00, r1r) ,1� ,>, , Ln ---_ -= rn \ Lm 0 u � ---_ m cz N ----- m a) , I \ E m o i ---- I -�- = -1 co � 0 0 ---_ U 06 M 4-,- Lr' \ ---- -�l (:T 4�--j c �2 c)- - -�l -�, �J'l ---- -� * IIIIIIIIIIIIIIIIIIIIIIIIIIII lab 2 m \ 'a- --- 4�� /\ � -� 8--� E C,� , �0-i " ---- ! 4�, : �) lz� v- rz : -� Iv- ---_ CN r- ! % \ 110 -Z �) 0 ---- -��l Q � . /\\ \<) e ,,,�,--, (2 � - ---- ! 11 q ,�-0 i : ---- 0 ! \ -�- -----_ 11 I LOT 7 A DI E PR SE E --Alc-l-1 -�l 1�lllv (T � 1��- ,�- (:T * 'I- 0 1 \ (� (�T) 11 �l ci �v IN 11 (f) <� 11 -�-e--_ ---_ 0 co � % . -�7 ;l co 41 ---_ (:T v- 1�2v ---- ---_ ----_ � 71 PA DISE CIRCLE \ 0 IN 62'-O"' � ---� ---- 0 - I -�, - c-TI',--0 j� � \ ---� �- i IN -�l ,/ I -�-\ (� ' /\ 4- ,---- 1�9 i (:T ; --�- . 11 ----_ � � \ (:T - - N/ - � , A � IDA 0 � - - �o I 11 / � - - / ", � � � / / / / / / 11 � \ �� / � I , I 1// - - -/-\/ -'l I � � I I I I \ — / I , 1 7 / / /�- -I , ---� /, � - / i GENERAL NOTES: INDEX OF SHEETS \ // II / 1 ,1�40F 1 // � , \ / / / � / 11 I-011) I I , / / �— I � A.1 GENERAL NOTES, LEGAL DESCRIPTION, & SITE PLAN (SUALL: 1 4 =1 \ /� L 11 // ARCHITECTURAL FINISHES, APPLIANCES, DOORS, WINDOWS, ETC. PER I // / / � � OWNER/BUILDER. A.2 FLOOR PLANS (SCALE 1/4"=l'-O") � / �-- I / / / I � t I-011) % �-6, / PRO OSE / ll� 4-- // m i I APPLICABLE CODE: A.3 BUILDING ELEVATIONS (SCALE: 1/4"=l - - 11 / , � - - / : I I � I I I FLORIDA BUILDING CODE, 2014 / Y \ I / / LL I I 1. FLORIDA FIRE PREVENTION CODE, 2007 DETAILS (SCALE 1/4"=l'-O" & SCALE 3/4"=l'-O'l) 1 - ; / / I / // I S.1 -- / - =4 I / ce - - - I COAB CODE OF ORDINANCES WD FRAME / � 11 / / / I / / 17, / / �2 � S.2 FLOOR FRAMING & ROOF PLANS; WALL SECTIONS (SCALE 1/4"=V-0" & 3/4"=V-10") — . , / / 0 � A \ i� / LL � AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RESIDENCE I / m ; - �(:Dl� /:: I i ENGINEERING NOTES \ I i i � - / /I C) I , / / / / / I - /' � i (TIMBER CONSTRUCTION MANUAL, LATEST EDITION) S.3 / / / / / // I . 11 //\\ - -I 9.268 SQ FT % . rl) / I ENGINEERING NOTES 1 2� / Lco) / � BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(A.C.I. 318), \ :DD] It ��e �� zz : S.4 / � -- i ',- - I z u ume 2 i ENGINEERING NOTES IMPERVIOUS AREA 3,498 cp. � I - I ii / I -\- %, i BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES S.5 L" % I - I 1--,I U-j 1.� , \ - I 1,j�7 m� - i - PERCENT IMPERVIOUS 38% . I !! I / - / �? LH :E I (A.C.1.531). E.1 ELECTRICAL PLANS (SCALE-. 1/4"=V-10")- 1 -.,A� \ CONIC' DRIVEWAY & ! / - -1-- --,-- / 0 - u vn I I - I / (�!T z < � AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST EDITION. -� �)IUEWALK PER /I I - I 11 I / / /,�,� V) 2 cc : ol \ OWNERIBLEIR - - . ,<, u .A / , - -- 1�3�� (TYP.) I /Nl;� �2 � ELECTRICAL DESIGN & INSTALLATION TO BE BY FLORIDA LICENSED / 11 / /14�? V) ;:� Z�- � ELECTRICAL CONTRACTOR PER N.E.C. REQUIREMENTS/LOCAL CODES, I I / H //1�7 �: ce m :� � \ - —E -- / / /—/�/ 1 1, I I I I I / 1! / // `zr � NATIONAL ELECTRICAL CODE, 2008. 0 !;� % I /I ii I I I // uj � INSTALLATION TO BE BY FLORIDA LICENSED MECHANICAL BUILDING DATA \ / / // z ::F � CONTRACTOR AND BE IN ACCORDANCE WITH D.C.A. ENERGY CODE / / I / : i REQUIREMENTS. NOTE' :: r / C-,) / � AIR CONDITIONED AREA - FIRST Fl-R = 1,790 SQ. FT. STORM WATER FROM DRIVEWAYS AND % \ / I ,,,r,l� // < 016 I PLUMBING DESIGN AND INSTALLATION IS TO BE BY FLORIDA LICENSED ROOF TOP TO BE DIRECTED INTO STORM I ----_ � AIR CONDITIONED AREA - SECOND FLR = 826 SQ. FT. \ - - - - - - j� // I PLUMBING CONTRACTOR PER APPLICABLE CODES � WATER RETENTION AREAS. USE A CUTTER I / // 0 � I - -7 - --- /� f 4 � ABOVE PER Fl- STATUTES CHPT. 471.003, CHPT. 489 AND PART 1 CHPT. TOTAL CONDITIONED AREA 2,616 SQ. FT. PAVEMENT TO PROVIDE THIS RETENTION. \ I - - - - - - - 4'�ll . // rVII 553 PER APPLICABLE CODES. / / � z I I / � — DENOTES DRAINAGE FLOW DIRECTION \ z / :F � GARAGE = 462 SQ. FT. 51-01, � * EXISTING SITE CONDITIONS: FRONT PORCH - FIRST FLOOR = 200 SQ. FT. /// Rt7tN?70jV I CONTRACTOR VERIFY THAT THE SOIL IS FREE OF MUCK, CLAY, SILT, \ / POND � ORGANIC DEBRIS AND OTHER DELETERIOUS MATERIALS. BACK PORCH - FIRST FLOOR = 1 01 SQ. FT. � / / � / I Li I-Li / C0 / CONTRACTOR VERIFY FLOOD ZONE AND WATER TABLE PRIOR TO START OF 2-1 = \ I � 763 SQ. FT. --i Q % I ASSURE FINISH FLOOR ELEVATION IS AT THE = // I I �>-- � REQUIRED ELEVATION. oo� \ / ! uj "IT FENCE (TYP,) / / 3,379 SQ. FT. a_ ,) / i C:) I D:f I I THE CONTRACTOR (OWNER/BUILDER) SHALL VERIFY AND BE RESPONSIBLE a_ I 4 FIN. FLR. \ ----�, / I I i FOR ALL DIMENSIONS AND CONDITIONS FOR THE PROJECT. WHERE JOB I I I '-r ELEV. 8.00' 1 CONDITIONS PREVENT OBTAINING DIMENSIONS OR RESULTS AS SHOWN OR ; 4 GRADE ELEV. @ HOUSE ,--\ — -- f- — --i 11 � SPECIFIED, THE CONTRACTOR (OWNER/BUILDER) SHALL CONSULT THE I — --� / � -, — i 4 "-r ELEV. 7.33' % co 20' B.R.L. --- Q� 11 i DESIGNER/ENGI NEER FOR RESOLUTION. 11 1 i— - 1-�o\ ---- --_ --- ��cci I 'r � — I— - . -- - - / �-) � I — — oL GRADE ELEV. @ BASE OF SWALE I i 1 ; 1-r � � i I i '— —� � � I— - PIRT-O-L-4 In THE CONTRACTOR (OWNER/BUILDER) IS RESPONSIBLE THAT EASEMENTS AND , I I � �--� � ,� � M � DRAWN BY I I LEGAL DESCRIPTION � ! ::::::: / I � � � i i — SETBACKS ARE NOT ENCROACHED. � � � 1 � � � I I :: � � � -� � � .-L—-j I I �, - , LOT 7, PARADISE PRESERVE, AS RECORDED IN PLAT BOOK 57, � \ I C�j I DUMPSTER I �z" REVISIONS I I PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF , I � � DUVAL COUNTY, FLORIDA. TYPICAL SWALE SECTION I % NTRACT SILT FNCF / � � RKING (TYP.) 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I ol� I / / I /// \ I / i " if GENERAL NOTES: IND \ � I /I - - _:_- I I - -- � 11 if / .11 I - �/ I � ARCHITECTURAL FINISHES, APPLIANCES, DOORS, WINDOWS, ETC, PER A.1 GENERAL NOTES, LEGAL DESCRIPTION, & SITE PLAN (SCALE: 1/�!ll=1 I-0 11) I I \ � / I/ / i I 4 / 11 / I / 1 1 if �- � I OWNER/BUILDER. A.2 FLOOR PLANS (SCALE 1/4"=V-O") I-011) \ 71- \\ I 11/ I / I I . / I 11 11 �-- APPLICABLE CODE: A.3 BUILDING ELEVATIONS (SCALE: 1/4"=l \ ! PROPOS / 11 = FLORIDA BUILDING CODE, 2014 1 1 �< 11 / z U. I "cl: FLORIDA FIRE PREVENTION CODE, 2007 S.1 FOUNDATION PLAN & DETAILS (SCALE 1/4"=l'-O" & SCALE 3/4'=V-0") b 11 �l 1100 COAB CODE OF ORDINANCES , I I / i ry . -- � / / 18 - S.2 FLOOR FRAMING & ROOF PLANS; WALL SECTIONS (SCALE 1/4"=l -0" & 3/4-=l'-O-) ------- - ---- - - - 11 WD FRAME --l/ / / / / /L1110' 11CL 0 �Q AMERICAN INSTITUTE OF TIMBER CONSTRUCTION - \ � ; / 7- 11 / I"D LL- (TIMBER CONSTRUCTION MANUAL, LATEST EDITION) S.3 ENGINEERING NOTES I I / t m � RESIDENCE 11 � 1>,e III :� - I(D I L-Li < � \ / I I /L I� ::CD . I ; � �e 0 LOT AREA 9.268 SQ FT . / I I I cr- - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(A.C.1, 318). S.4 ENGINEERING NOTES / / I I � / CL � 0 �j ER / - /�III I I Q- n \ /i - - - I I 1�c -I , / U �� 9 BUILDING CODE REQUIR TE MASONRY STRUCTURES S.5 ENGINEERING NOTES IMPERVIOUS AREA 3,498 i I C�l z / I L0 Lu m� �-d - (A.C.1.531). - E.1 ELECTRICAL PLANS (SCALE: 1/4"=V-0") PERCENT IMPERVIOUS 38% & \ CONC. DRIVEWAY & / I / I I/ C) z M z: 1�-, SIDEWALK PER I I-- // n � AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST EDITION. � \ OWNER/BLDR. -- �o I U-) �� m � - - ---- (<N - -z I --- ./,/ I[[ �\I-ff 11 (:� / � ---- \ (TYP.) I 11 F- - 7 1 1 -0 I - <a- �m) i ELECTRICAL DESIGN & INSTALLATION TO BE BY FLORIDA LICENSED 1�1 - � / I ? / �2 V) F- - /I[! ii 1 ,7 Z I ELECTRICAL CONTRACTOR PER N.E.C. REQUIREMENTS/LOCAL CODES, -(-P- \ t / I NATIONAL ELECTRICAL CODE, 2008. \ � / H in) I I �: C)e m :� i ! . - - 11 - / �? /// �F !;� ,3, p I HVAC DESIGN & INSTALLATION TO BE BY FLORIDA LICENSED MECHANICAL BUILDING DATA \ I � I I I / I Lo I RETEN77ON poAlD z I CONTRACTOR AND BE IN ACCORDANCE WITH D.C.A. ENERGY CODE . I / / / 1 1 i / r / REQUIREMENTS. NOTE. \ ::: �/- I I I AIR CONDITIONED AREA - FIRST FLR = 1,790 SQ. FT. STORM WATER FROM DRIVEWAYS AND 7 / I I I I < 016 PLUMBING DESIGN AND INSTALLATION IS TO BE BY FLORIDA LICENSED AIR CONDITIONED AREA - SECOND FLR = 826 SQ. FT. ROOF TOP TO BE DIRECTED INTO STORM \ I / / I I/ PLUMBING CONTRACTOR PER APPLICABLE CODES WATER RETENTION AREAS. USE A GUTTER - I , # I 0 - - - TOTAL CONDITIONED AREA 2,616 SO. FT. \ - - // I if ABOVE PER FL STATUTES CHPT. 471.003, CHPT. 489 AND PART 1 CHPT. PAVEMENT TO PROVIDE THIS RETENTION. I - �/�-::: - I I ne 553 PER APPLICABLE CODES. - = - - � I i I GARAGE = -- DENOTES DRAINAGE FLOW DIRECTION \ � //�70/I- - / I ,:� * EXISTING SITE CONDITIONS: 462 SQ, FT. � 7-/ / / -/ / / / / � � CONTRACTOR VERIFY THAT THE SOIL IS FREE OF MUCK, CLAY, SILT, FRONT PORCH - FIRST FLOOR = 200 SQ. FT. \ i , ; i ORGANIC DEBRIS AND OTHER DELETERIOUS MATERIALS. BACK PORCH - FIRST FLOOR = 1 01 SQ. FT. 5-0", I L.j uj \ ---1 � � CONTRACTOR VERIFY FLOOD ZONE AND WATER TABLE PRIOR TO START OF ;E V) =) 763 SQ. FT. __j 0 - __j � ASSURE FINISH FLOOR ELEVATION IS AT THE >- = \ /Q� i �-- REQUIRED ELEVATION. of i aj I uj I � 3,379 SQ. FT. 0- I � zo I C) I \ -, -�I B.? - --- THE CONTRACTOR (OWNER/BUILDER) SHALL VERIFY AND BE RESPONSIBLE ckf SILT FENCE (TYP.) 20 ,.L. - I -- - I� FOR ALL DIMENSIONS AND CONDITIONS FOR THE PROJECT. WHERE JOB CL 4 FIN. FLR. --- --- I � CONDITIONS PREVENT OBTAINING DIMENSIONS OR RESULTS AS SHOWN OR �-r ELEV. 8.00' 151\ P FRT-0-ILT, - I 1�� p uc� SPECIFIED, THE CONTRACTOR (OWNER/BUILDER) SHALL CONSULT THE I 4 GRADE ELEV. @ HOUSE ,�,\ _---- I DIUMPSTER �-- i -�-- rl-i �CN 4 4 ,�� '-r ELEV. 7.33' 1 -- --1 At - :::::::�, ! 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", : It- - , I I I -�: "'..., . . . ............�................ � --,�-,:�:: .-:11.� . .--::: jV .l....- I I- --- i 11, 1 :::Z. ,W,�,�, ., �............................. �- .. m , --, ��, ...-I '"."".1- ..........--................. I. I ....l. I C-o o t,e- Fb i?-- R-EV( SQ&) : i i LEGEND 17�=I 2x4 STUDS @ 16" O.C. OEM= 2x6 STUDS @ 16" O.C. DENOTES SHEAR WALL U 1/2" PLYWD EA. FACE OF WALL V) SHEARWALL NOTES U to cts 62'-0" C W M 1, Place 1/2" COX each side of wall. 2. Nail at 3/6 with 8d common nails. Ln 21 -3 9'_1 20'-8 3. Place a Simpson HD5A at each end of wall, rn 4. 1/2" x 10" anchor bolts (P 32' O.C. are required in the 6 shear wall footing. 3'-4" 2'-6" 3'-3" 7'-2" 13-6 5. Place a Simpson Drag Strut Connector (DSC) at header E to wall connections and wall to wall connections, co U 0,6 c: Ln Cz :�i- 0c) C: Q_ U M 2040 SH 2040 SH 4040 SH T F) E II7P_SOWHTT4 T — — — — — — — — — — I A r) SIMPSON HTT4 HOLD DOWN HOLD DOWN HOLD DOWN L MICRO DRY WW & OVEN DBL SINK RANGE COVERED til PORCH 00 ro W/DISPOSAL CL'G HOT. 9'-0" cc Q0 00 ov KTCHEN CD LAUND cc) F CL'( HGT 9'-0" CCG HOT: 9'-0" 72468 00 A/C 0_1 F_ _1 I A cn SIMPSON HTT4 SHELF W/ROD HOLD DOWN 10 CD5'-9" 3' - —— — — — — — — — —— — — - CN C/D 001 8'-O"x4'-O" ISLAND Anrp = "1- 4068 3;: _X 1-.- c) -"I J CD GARAGE I I CL'G HGT: 9'-0" U) C"i C"! C) in CD BEDROOM 1 CL'G HGT. 9'-0" CD DINING T �D CL'G HOT. g'-O" SHELVES HB 10 41'-0" 18'-4" 2'-8" 5'-0" 1 - 1 - S_6" 8'-6" 10'-8" 2 -1 C/) LL 00 Cn DO Cn L�j CD 00 LO LL SIMPSON HTT4 C14 CD CD HOLD DOWN 18 4 1 3 8" 7 8" 1'- 5'-7" 4'-0 LLJ I rr, 16070 ROLL-UP GAR DR 2868 SIMPSON HTT4_ I KILO DeV1114 -------- SHELFW/ROD HOLD DOWN -oo — — — — — — — —— — __j [if C) ------ 3: C"! BATH 1 a_ ACCESSIBLE In Ln 68 1�0 in LAV 7/v/1 0 3: 24r�68 I BATH C�- cue 12 CD -------- z C:) CL'G HGT. 9'-0* 1 CD I C Uj I M UJI 11_�' CD C'4 0 _N I TOL U L 0 U_ 40678 v CD M SIMPSON HTT4 SIMPSON Hrr4 < HOLD DOWN SHELF W/ROD HOLD DOWN _j U) 00 LJ F- CD __j MAST LU Cn BEDROOM 2 CD 11 CL'G HOT. 9'-0" CN BATH CD 2868 I Ln I CL STUDY CL'G HGT: 9'-D' CD (D u7) CL'G HGT: 9'-0" LIVING ( :z I I R H C14 04 00 cr 9'-0" CL'G HOT. <C 00 if) CD CD — — < X/--------- C14 A/C — — — — CD CD C-q V) A 3-8- ji , 2468 00 00 A CID Lj .1 1 S-8"' 5'-6" 10'-8" -1 co 2868 BRN DR 00 C'4 C) 00 00 T 00 CD C/1 (n CD 00 C1*4 (0 LLJ Cn DO CN CD L'i CID SIMPSON HTT4 Co SIMPSON HTT4 HOLD DOWN CN HOLD DOWN 2868 3060 SH 3060 SH i 3050 SH 3050 SH 2020 OCT 4'-01' S-6" S-6" C' CID _00 E RY -1 __j L'i CL'G HGT: 9'-0* L 00 00 SIMPSON HTT4 -I -I SIMPSON HTT4 0 HOLD DOWN 00 wni n nnwN C) -1 M��_3�80 (SE EL�r 00 W/SID LTS MASTER BDRM CL'G HGT. 9'-0' Cni 4'-6" 2'_ �2'-O" 2'-0' 0 00 Ln �i;z I (D BEDROOM 3 CD — — — — — — — — —— — C:) CL'G HOT: 9'-0" DRAWNBY LD __j (.0 L�j COVERED C14 04 REVISIONS PORCH SIMPSON HTT4 SIMPSON HTR CL'G HOT: 9'-0" EGRESS SIMPSON HTT4 EGRESS SIMPSON HTT4 HOLD DO HOLD DOWN HOLD DOWN HOLD DOWN 13, 3060SH 3060SH — — — — — — — — — — -C I,, 3060 SH 3060 SH M 4'-0" 3'-6 10'-3" 6'-3 3'-1 3'-6 6'-9" 24'-0" 3'-8" 13'-4" 6'-3" 3'-6" 6'-9" 41'-0" 11'_0" 13,-6" 16'-6" DATE OF ISSUE E L I_ 0_17 �V. 11/2/15 41 -0" (�T CHECKED BY I L',E R N 0. Fi(7)X 'J'9 i-5 "'()- PROJECT NO F 32549 11 I�I'G Nn 1 37 2015-040 I'L CA NO. 7066 SHEET TITLE FIRST FLOOR PLAN- SECOND FLOOR PLAN SCALE: 1 /4"=V-0" SCALE: 1/4"=V-0" FLOOR PLANS T, SHEET NO A * 2 7 12 12 7 71 1 24" 0 LOUVERED ATTIC VENT (TYP.) PLATE HGT 7�77�_ RIDGE VENT (TYP.)— ASPHALT SHINGLE ROOFING (TYP.) rn CD L__ CY) 12 12 1. L 71 LL 12 og- I I I I 00!-- o<1 I FIN FLR. 7777i==Fl 7 F:r=F=E[ _T E C) PLATE HGT ±=7=7t� t� I— =±=777t=; — — — — — — — ct U U) rn tv E r) CD I — m Nil - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - Ll H FIN. FLR. I. . . . . . . . DRIP EDGE W/2X PT TRIM (TYP.) ELEV. 0.00' 42" HIGH PICKET RAILING WINDOW/DOOR PER OWNER/BUILDER (TYP.) 6x6 PT POST W/2x FRAMING HARDIE LAP SIDING (TYP.) WRAPPED TO 10" SQ. W/1x CAP FRONT ELEVATION- TRIM (TOP & BOTT., TYP.) SCALE: 1/4"=l'-O" RIDGE VENT (TYP.) 12 7 HALT SHINGLE ROOFING (TYP.) I Z r I I 12 7F oe 17 PLATE HGT T ,oT I 12 -71 a =00 CY) T 12 17 FIN. FLR. PLATE HGT Z Lu c I D z 4" CORNER BD (TYP.) FIN. FLR. ELEV. 0.00' 6x6 PT POST W/2x FRAMING WINDOW/DOOR PER OWNER/BUILDER (TYP.) WRAPPED TO 10" SQ. W/1x CAP HARDIE LAP SIDING (TYP.) RIDGE VENT (TYP.) TRIM (TOP & BOTT., TYP.) ASPHALT SHINGLE ROWING (TYP.) 12 7 REAR ELEVATIOR SCALE: 1/4"=V-0" PLATE HGT - — - — - — - — - — - — - — - 12 71 _0�n I 4- CORNER BD (TYP.) CD I I L I I I I �017 1 1 FIN. FLR. 1 71— ':::�j-7 T== '—I 7'�_7 -7 1 T U,I 0T_1' W. PLATE HGT F DATE OF ISSUE GULF COAS-l' L,.I-',P!N(� 11/2/15 F 1� R 1'G NC). -i2_1 7 F L, C A 'N'( '7 0 6 6 T-71 PROJECT NO 2015-040 C73 SHEET TITLE ETF 77r] 771� -IF TF]� - - - - - - BUILDING ELEVATIONS FIN. FLR. L_Lj ELEV. 0.00, SHEET NO 6x6 PT POS- W/2x FIRAIANG WRAPI)�D -0 10" SQ. WINDOW/DOOR PER OWNER/BUI-DER (TYP.) HARDIE LAP SIDING (TYP.) W/ix CAP TRIM (TOP & BOTT., TYP.) LEFT SIDE ELEVATION L 42' HIGH PICKET RAJUNG RIGHT SIDE ELEVATION SCALE: 1/4"=V-0" SCALE: 1/8"=V-0" A * 3 [Ell SIMPSON SP1 STUD TO BOTT. PLATE CONN. @ 32" OC.(TYP.) SEE ELEVATIONS FOR SIDING OVER VAPOR BARRIER OVER 15/32" WINDSTORM OSB NAILED @ 4" O.C. rn 4" 2500 PSI CONC. SLAB OVER @ PERIMETERS & 12" O.C. IN FIELD W 8d r- VAPOR BARRIER ON COMPACTED /2" DRYWALL RINGSHANK NAILS ON 2x STUDS @ 16" O.C. (TYP.) u Itt 5/8"Ox`10" ANCHOR BOLTS W1 TERMITE TREATED SOIL (TYP.) (`4 YxYxl/8" WASHERS PLACED 5/8"Ox`10" ANCHOR BOLTS W1 YxYxl/8" WASHERS it re) 62'-0" m PLACED WITHIN 12" OF CORNER, ADJACENT TO ALL 0- WITHIN 12" OF CORNER,—\ < --j UX tv ADJACENT TO ALL OPENINGS OPENINGS AND SPACED 18" O.C. (TYP.) -1- -0 r- u 21'-8" 29'-4" 11'-0" x6 10/10 WwM AND SPACED 18" O.C. (TYP.) PORCH SLAB 0 8 MIN— (D u 6XI5 PT POST W/ SIMPSON @ N PBS66 POST BASE �v 00 CD E C) < 7 cz 6 MIL POLYETHELEYNE c 00 U 0.6 Lr) u VAPOR BARRIER -T --------------------- MPSON HTT4 c: I HOLD DOWN ------L --- ----------- - F ------ Sl SIMPSON HTT4 SIMPSOR 1------- I rn HOLD DOWN HOLD DOWN 71 1 It! COMPACTED 1-7-=7 . 5) E SOIL JL- I I I j ------- HELEYNE 6 MIL POLYET -#5 REBAR 2-#5REBAR - 8" 1 6 4" VAPOR BARRIER 1 2 16" 4" COMPACTED FIN, FLR. OL w SOIL A\ 7 ELEV. -0.33' __j cn u 7-:4---=� /"2� 7'� < -------------- -T-- - SECTI ON r2 -----------7 1 1 Lij L SCALE: 3/41$=11-01) SECTION I C) ;j V7��'� SCALE: 3/4"=170" m ------ -- --- -------- SIMPSON HTT4 ,ilk HOLD DOWN C) ELEV. -0.33' L - ----------- .L------------ C'4 C14 CN C14 FIN. FLR. 4 34VI II A a_ (D SEE ELEVATIONS FOR SIDING OVER VAPOR BARRIER LL" LL-- OVER 15/32" WINDSTORM OSB NAILED @ 4" O.C. @ PERIMETERS & 12" O.C. IN FIELD W 8d RINGSHANK NAILS ON 2x STUDS @ 16" O.C. (TYP.) 1/2" DRYWALL ------ 1/2" DRYWALL 112" DRYWALL 4" 2500 PSI CONIC. SLAB OVER 5/8"OxlO" ANCHOR BOLTS W/ VAPOR BARRIER ON COMPACTED TERMITE TREATED SOIL (TYP.) I L------------J I WASHERS PLACED WITHIN 12" OF CORNER, WITHIN 12" OF CORNER, YxYxl/8" WASHERS PLACED ---------- —,/8"OxIO" ANCHOR BOLTS W1 YxYxl/8" m --------- AND SPACED 18" O.C. (TYP.) ADJACENT TO ALL OPENINGS AND < __j —GARAGE SLAB SPACED 18" O.C. (TYP.) cn 2500 PSI 4" CONC. SLAB REINF. W/ 6x6 10/10 W.W.M. OR FIBERMESH ON 006 SIMPSON HTTAI a VAPOR BARRIER ON TERMITE TREATMENT ON HOLD DOWN 8" MIN CLEAN COMP. FILL. IL ---------- APPROX, VERIFY LOCATION OF GRADE BEAMS - -------- - ------- FIN. GRADE U. W/TRUSS MANUFACTURER. a SIMPSON HTT4 I HOLD DOW-- < C:) 00 5 1 I ---------7 < R. T� F1 N. FL -7 J14 F i, -- 1 1 1 ", , --- ELEV, 0.00' 'y 0 17=F ---------- < CD 0 I I -j -cD 82 Ln Ln u S.1 6 MIL POLYETHELEYNE IL VAPOR BARRIER 2-#5 REBAR 11 11 ------------------------ -6" Lu 8 V 4 SIMPSON HTT4 ------- I COMPACTED 18'-4" HOLD DOWN 22'-8" t SOIL 2-#5 REBAR 16 4 u ----------------- ------- z T m Li CD F- Z �Lo SECTI ON SECTI ON s CALE: 3/4"=170" SCALE: 3/4"=170 L--------7 T-I L- ------ ----------- L------ L ----- - ------- -- < E -------- --6x6 PT POST SPACED AS SHOWN W/ SIMPSON PBS66 POST BASE (TYP.) 8 1/4:12 SLOPE S-1 Nive I FROM MAIN HOUSE SIMPSON H11- I FT 6x6 10/10 WWM 5x6 10/10 WWM ----------- - ------- HOLD DOWN 4k —17-C7— -0" 17' 8" MIN -l7 cl:) zo SIMPSON 4 1 I //�j I :!�� —71 00 IL POLYETHELEYNE L - -- -J L 6 M HOLD WN VAPOR BARRIER 7 l I l I CD �i 1 00 00 0 6 MIL POLYETHELEYNE VAPOR BARRIER COMPACTED 2-#5 REBAR 2 OIL 4' 1'-Y 4" S.1 COMPACTED E5 � X,l I I SOIL 2-p REBAR--/ 16" 4 FIN. FLR. CD -,0 ELEV. -0.33' L DRAWN BY 5 SIMPSON SIMPSON H74 6x6 PT POST W/ SIMPSON HOLD L-------------------------- -- ------------- HOLD DOWN Co L PBS66 POST BASE (TYP., 4 PL) SECTI ON REVISIONS i -- 2 1, SECTI ON m SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" ... ....... ............ .. ............ .......... 21,-0" 11 -0" 13'-6" ij+- .... ................ ............... g 81 k* O.C. In t ........... f:LRT N(- 0 62 24, P 130,X 49 15 DATE OF ISSUE F` T 3-2549 Nk�/ LIV)N 13 C f, f, 11/2/15 N�0- 42 1-3)7 FL f� ............ .............. ............. CHLCKED BY f I CA N, 7 0 6 6 FOUNDATION PLAN .0, ow, H Id, D PROJECT NO 2: SCALE: 1/4"=V-0" d cotnmom�:: ai 2015-040 .. . ....... SHEET TITLE CONTRACTOR NOTE: FOUNDATION PLAN A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE & SECTIONS THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION; OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. SHEET NO Ll E4' T- FT-=7T T -71 LL rIll 7-7� 7-7 7-- 1 1 1 ,,V�rll, DO Pf 5 SIMPSON HTT4 HOLD DOWN DETAIL, Sol SCALE: N.T.S. LINE DENOTES FIRST FLOOR ROOF U (N4 V) *0 C m Ln 12 I__ I u (2) 202 BEAM CIA ------------------------------------------------------------- -------------------- ------ -------- -i -i _j I ------- ------- SIMPSON TT4 -----------------------------------------------SUKON 1474� ---- ----F__i; 7 ----------- _T---- ------I SIMPSON HT74 E HOLD DOWN ----------- HOLD OWN HOLD DOWN I F 1 1 0,6 C �;, Lr) L-----I L'C- J------- ---------- 00 CL DfW I L------ C ---- W4-------- CZ E-- --------- --------- c: LLJ \��GIA NT rl�NT (D C14 F-F== �SLOPE 7:1 F-1 I L I I -------------- - ----- RIDGE VENT LLJ cl- L SLOPE 7:12 CD __j ----- -------------- L-- - ----------- ---- A L------------- -------------- ------I I --------- ----------- -- ----------- _rff =7------- - ----------- SIMP ON HTT4 F== HOLE DOWN - ----------------------------i LLJ L--------------------- CD SLOPE 7:12 ---------------------------- ROOF TRUSS NOTE L-SLOPE 7:12 2 RIDGE VENT f FF_ PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. (TYP.) LL TRUSS MFG. PLANS BECOME PART OF THESE DOCUMENTS. u < SLOPE 7:12 Lli F------ �---------- ------ ------------- SECOND FLOOR ROOF PLAN SIMPSON 74 SCALE: 1/8"=l'-O" HOLD OWN I —----- SLOPE 7:12 1 ------------------------------------------------ Tf ------ SIMPSON HTT4 HELD DOW CD -7 7-7— /-7 PRE-ENGINEERED CANTILEVERED TRUSSES @ 24" O.C. W/ ASPHALT SHINGLES W/RADIANT BARRIER ON REX U. =�jl -�777� n SYNTHETIC FELT & 7/16" CDX PLYWD NAILED @ 6" ----- ------- H O.C, @ PERIMETERS & 6" O.C. IN FIELD W1 8d NAILS -- -------- F 12 cn LLJ JIF- ------— -------------7- -7 7- <0 SIMPSON HTT4 -------- SIMPSON MTS16 HURR. 7 HOLD DOWN I 1 11, CLIP EA. TRUSS TO TOP 52 - — - — - — - — - — - — - - ------ LL HTT4 . . ..... DOWN -------------- ------- PL. CONNECTION (TYP.) z U - — - — - — - — - — - — - Llj _4 R-38 BLOWN-IN z 2: 10 u INSULATION - — -— - — - — - — - — - < _4 CL u Ilk _y y y y (A ;7 z ce 2x6 - — - — - — - — - — - — - — - ----- - - --------- L5/8" DRYWALL DBL TOP PLATE - SIMPSON SP2 @ 7- - TOP. EA. STUD TO TOP PL. (TYP.) 0) VINYL FASCIA & < SOFFIT (TYP.) 1/2" DRYWALL (TYP) SIMPSON H LLJ 74 F-T HOLD DOWN F-- L C.D C2 STUD TO SILL PL. (TYP.) SLOPE 5:12 PRE-ENGINEERED CANTILEVERED TRUSSES @ 24" O.C. C�_ 7 W/ ASPHALT SHINGLES W/RADIANT BARRIER ON REX SYNTHETIC FELT & 7/16" CDX PLYWD NAILED @ 6" 3/4" PLYWD DECK < SIMPSON HTT4 I* I m I L- ------- Li -1 O.C. @ PERIMETERS & 6" O.C. IN FIELD W/ 8d NAILS HOLD DOWN LLT __7__ LLJ LLJ L a- ------ C) 16" DEEP PRE-ENGINEERED WD TRUSSES CD --j __j __j 12 SIMPSON MTS16 HURR. SEE ELEV CD I CLIP EA. TRUSS TO TOP '�VILOPE5*12== PL. CONNECTION (TYP.) LL STRAP 2ND FLR. STUD TO - - — - —- IST FLR. STUD W/SIMPSON - — -— - —- - — - — - — (2) 2xl2 BEAM CS18 COIL STRAP W/ 10" END LENGTH MIN. @ 16" O.C. SIMPSON H SIMPSON H174 < -------- HOLD DOWN w HOLD DO m 7\12 SLOPE 7:12 SLOPE 7:12 o DRAWNBY VENTED VINYL PER OWNER/BLDR (TYP.) 5/8- DRYWALL (TYP) \_ DBIL TOP PLATE - SIMPSON SP2 @ 2x6 ____--(2) 2x12 PT OR PARALLAM BEAM SEE ELEVATIONS FOR SIDING OVER TOP. EA. STUD TO TOP PL. (TYP,) REVSIDNS VINYL FASCIA & W/(2) J"O THRU BOLT @ EA. VAPOR BARRIER OVER 15/32" POST TO BEAM CONN. (TYP.) WINDSTORM OSB NAILED @ 4" O.C. SOFFIT (TYP.) lb 1/2" DRYWALL 1 11 -I @ PERIMETERS & 12"'O.C. IN FIELD Ll' COAST ENGIT�JUERINC 1 4 0) W 8d RINGSHANK NAILS ON 2x SIMPSON SP1 @ BOTT. EA. ';.() I _j F, -3(A 49 15 STUDS @ 16" O.C. (TYP.) STUD TO SILL PL. (TYP.) �4 1 - '"ll I'L 32549 5/8"Ox`10" ANCHOR BOLTS W/ NO� YxYxl/8" WASHERS PLACED WITHIN 4,2 137 A 12" OF CORNER, ADJACENT TO ALL 7 0 6 6) OPENINGS & SPACED 18" 0,C. (TYP.) 4" 2500 PSI CONC. SLAB OVER DATE OF ISSUE 6x6 PT POST SPACED PER PLAN W/--� VAPOR BARRIER ON COMPACTED 11/2/15 SIMPSON PB66 POST BASE OR SIM., TERMITE TREATED SOIL (TYP.) CHECKEDBY INSTALL PER MFG. SPECS. WWM PROJECT NO - IRST FLOOR ROOF & \6x6 10/10 FLOOR 'MUSS NOTES: u 8 MIN— _T DEFIL MAX = L/480 -S E SHEET TITLE LL= 50 psf I 1 2015-040 COND FLOOR FRAMING PLAN J 00 INT WALL LOAD= 500 plf 6 MIL POLYETHELEYNE SCALE: 1/4"=1)-0" SECOND FLOOR A COMPACTED - ------ �4_ FRAMING & SOIL DENOTES SIMPSON HTT4 HOLD DOWN 7 ROOF PLAN 3-#5 REBAR-/ 16" 4" SHEET NO TYPICAL PORCH SECTION- SCALE: 3/4"=V-0" Xzl TYPICAL WALL SECTION- F-T 4;o So2 SCALE: 3/4"=V-0" GENERAL NOTES SPECIFICATIONS 1 . DESIGN CRITERIA 4. TIMBER SPECIFICATIONS (CONTINUED) A. CODES N. SECURE EACH ROOF TRUSS/RAFTER TO TOP PLATE_ WITH SIMPSON HURRICANE CLIPS (OR EQUAL)v AS INDICATED ON PLANS. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF TRUSSES TO ENGINEER TO ERIFY/MODIFY FLORIDA BUILDING CODE, 2014 UP-LIFT CONNECTORS. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (TIMBER CONSTRUCTION MANUAL, LATEST EDITION) 0. ALL EXTERIOR WALL FRAMING SHALL BE 2"x4" OR 2"x6" at 16" O.0 UNLESS NOTED OTHERWISE. 7/16" OSB SHEATHIN G ORE1�2" CDX PLYWOOD PbNELS SHOULD EXTEND TO THE TOP PLATE AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (A.C.l. 318). B OTTOM OF EXTERIOR GIRD S OR SILL PLATE. NAIL PLYWOOD AT AT 4" O.C. AT ALL EDGES and 6' O.C. AT INTERMEDIATE SUPPORTS OR AS INDICATED PER PLAN. BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (A.C.1.531). < P. USE SIMPSON ST18 (OR EQUAL) RIDGE/RAFTER CONNECTORS OR SIMPSON RR STRAPS F_ i AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST EDITION. AT ALL RAFTERS/RIDGE BEAMS OR AS INDICATED :1ER PLAN. z B. DESIGN LIVE LOADS: Q. USE SIMPSON SP1 & SP2 (OR EQUAL) TO SECLIFE STUDS TO BOTTOM AND TOP PLATES, ROOT= 20 PSF FLOORS 40 PSF OR AS INDICATED ON PLAN. 4-j LATERAL WIND FORCES 140 MPH ASCE 7-10 EXPOSURE "B" R. USE TWO (2) SIMPSON LSTA21 (OR EQUAL) TO SECURE EACH BEAM HEADER BEARING END TO EACH lst STORY DESIGN WIND PRESSURE: 35 PSF, -39 PSF SUPPORT, OR AS INDICATED PER PLAN, V) cp 2nd STORY DESIGN WIND PRESSURE: 44 PSF, -52 PSF CC== *K) x S. USE SIMPSON LSTA21 STRAP "TIES (OR EQUAL) OF SIMPSON SP4 OR EQUAL) AT TOP OF EACH to,* 0 EXTERIOR WINDOW AND DOOR FRAME OPENING, OF' AS INDICATED 0 PLANS. c*4 0 0 DESIGNED FOR: ENCLOSED BUILDING T. CUTTING NOTCHING BORED HOLES IN STUD WALLE, RAFTERS, ETC., SHALL BE DONE IN ACCORDANCE WITH Poc) @ STRUCTURAL CATEGORY: 11 THE FL6RIDA BUILDING CODE 2014. ,, 1 -6 IMPORTANCE FACTOR: 1.0 -004 co 3: U. RIDGE BOARDS WHERE INDICIATED ON FRAMING PLANS SHALL NOT BE LESS THAN 1" IN THICKNESS, AND Z CCOCO 0 INTERNAL PRESSURE COEFFICIENT +0.18 to -0.18 NOT LESS IN DEPTH THAN CUT END RAFTERS. RNFTERS SHALL BE PLACED DIRECTLY OPPOSITE EACH 000 C:) c COMPONENTS & CLADDING SHALL BE DESIGNED AND INSTALLED (BY OTHERS) OTHER AND NAILED TO RIDGE BOARD. < Ez I r-, -0 TO COMPLY WITH THE FLORIDA BLDG CODE, 2014 6< E V. ALL WOOD BUILT-UP GIRDERS, BEAMS, STUDS TO SOLE PLATES, ETC. TO BE CONNECTED AS PER FLORIDA -to 0 SHUTTERS OR IMPACT RESISTANT GLAZING ARE REQUIRED. BUILDING CODE 2014. _j r-0c) SHUTTERS OR IMPACT RESISTANT GLAZING MUST HAVE FLORIDA PRODUCT APPROVAL NUMBERS. 0 _j _w WIND DESIGN CRITERIA: METHOD 2-ANALYTICAL PROCEDURE FOR ASCE 7-10 W. AT OPENING IN EXTERIOR WALLS, A WALL STUD 3HALL BE AT EACH SIDE OF THE OPENING WITH THE ENDS < 00 LL_ (D OF THE HEADER SUPPORTED AS FOLLOWS (UNLESS OTHERWISE NOTED): u)(D C) M(N WALL PRESSURE FOR COMPONENTS & CLADDING: (150 MPH) Lo r- INTERIOR ZONES (ZONE 4) WORST CASE 1. FOR OPENINGS LESS THAN 3 FEET IN WIDTI, EACH SIDE OF HEADER SHALL REST ON A SINGLE HEADER M W) 0 STUD OR MAY BE SUPPORTED BY FRAMING ANCHORS ATTACHED TO WALL STUD. c EFFECTIVE AREA (FT DESIGN PRESSURE (PSF) ol ii. FOR OPENINGS OVER 3 FEET TO LESS THAN 6'-0", EACH END SHALL BEAR ON A SINGLE HEADER STUD. X-wo C14 0 10 +35.3, -38.2 0-64 4- 00 20 +33.7, -36.7 ill. FOR OPENINGS MORE THAN 6'-0" AND LESS THAN 12' IN WIDTH, EACH END SHALL BEAR ON A M3r.C4LLj - 50 +31.6, -34.6 DOUBLE HEADER STUD. I a- c 100 +30.0, -33.0 dto 0 0 LND ZONES (ZONL 5): WITHIN 6 FT OF QORNLRS U?Lr)_j 10 +35.3 -47.2 IV. ANY HEADER SUPPORTING CONCENTRATED LOADS FROM BEAMS ABOVE, EACH END SHALL BEAR ON DOUBLE Q� 00 U_ 0) 20 +33.7: -44.0 HEADER STUDS. 50 +31.6, -39.8 :-A 100 +30.0, -36.7 X. WHERE WOOD BEAMS BEAR ON STUD WALLS, PROADE MINIMUM DOUBLE OR TRIPLE STUDS, DEPENDING ON BE M WIDTH AND LOADS, UNDER FOUNDATION. ROOF PRESSURE FOR COMPONENTS AND CLADDIUG: Y. AT AREAS WHERE TRUSSES REQUIRE HEADERS TO ADJACENT TRUSSES, PROVIDE HEADERS AS DETERMINED BY ZONE DESIGN PRESSURE (PSF) ACCEPTABLE ENGINEERING DESIGNS. 1 +20.3, -32.3 +20.3, -68.1 3 +20.3, -68.1 WHERE THE BUILDI�G OFFICIAL REQUIRES FINAL CERTIFICATION OF 2. CONCRETE SPECIFICATIONS COMPLETION FROM THE ENGINEER, THE FOLLOWING APPLIES: A. ALL DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS. 0 3 INSPECTIONS bRE REQUIRED, FOUNDATION/FLOOR FRAMING, NAIL-OFF, AND DRY-IN FRAMING. DRY-IN INSPECTION SHALL B. CONCRETE OPERATIONS SHALL COMPLY WITH A.C.I. STANDARDS. OCCUR BEFORE INSULATING & SHEET ROCK INSTALLATION. C. CONCRETE COMPRESSIVE STRENGTH: 2500 PSI MINIMUM AT 28 DAYS. * 48 HOURS NOTI,'E, IN WRITING/VIA FAX OR E-MAIL, SHALL D. REINFORCING BARS: ASTM A615 GRADE 60 BE GIVEN TO THE ENGINEER. E. WELDED WIRE FABRIC (W.W.F.) ASTM A185. 0 THESE INSPECTIONS SHALL BE BILLED AT $225.00 EACH. F. REINFORCING BARS PLACING ACCESSORIES: IN ACCORDANCE WITH CRSI SPECIFICATIONS. G. MINIMUM CONCRETE COVERAGE OF REINFORCEMENTt: FOOTINGS: 3" BOTTOM AND 3" SIDES. H. EARTH SUPPORTED SLAB: 4 INCHES THICK REINFORCED WITH 6 x 6 x W1.4 x W1.4 W.W.F. THE SLAB SHALL BE PLACED OVER POLYETHYLENE VAPOR BARRIER OF NOT LESS THAN .006 INCH NOMINAL THICKNESS. IN LIEU OF WELDED WIRE FABRIC, CONCRETE SLAB CAN BE TREATED WITH SYNTHETIC REINFORCING FIBERS AS MANUFACTURED BY FIBERMESH COMPANY ELLIOTT W, ALLEN, P.E. \,�EN G I N�EE RW'�SS E A�L AND IN ACCORDANCE WITH ASTM STANDARD SPECIFICATION FOR FIBER REINFORCED CONCREtE Florida Registration Number 42137 AND SHOTCRETE, C1116. THE DOSAGE SHALL BE ONE AND ONE HALF ( 1 1/2) POUNDS Florida CA Number 7066 FIBERS PER CUBIC YARD OF CONCRETE. eallen@fwbnet.cc m 1. ANCHOR BOLTS IN CMU BLOCKS SHALL CONFORM TO ASTM A36 AND SHALL BE MICHAEL D. NEWELL, P.E. 1/2" DIAMETER WITH 7" MIN. DEPTH IN CONCRETE. Florida Registra ion Number 41126 Florida CA Nu ber 7066 J. DETAIL REINFORCING IN ACCORDANCE WITH A.C.I. 315. REINFORCING SHALL NOT BE WELDED, mdnewell@fwbneL.com EXCEPT AS SHOWN WHERE ASTM A708 BARS ARE USED. 3. MASONRY SPECIFICATIONS WHILE EVERY ATTEMPT HAS BEEN MADE A. HOLLOW CONCRETE BLOCK (MASONRY) UNITS SHALL CONFORM TO ASTM C90, IN THE PREP�RATION OF THIS PLAN TO WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA AND AVOID MISTAKES, THE AUTHOR CANNOT 1,000 PSI ON THE GROSS AREA (f'm = 1,500 PSI) GAURANTEE AGAINST HUMAN ERROR. THE CONTRACTOR ON THE JOB SITE MUST B. ALL MORTAR FOR MASONRY SHALL CONFORM TO ASTM C270, TYPE "M" OR "S", CHECK ALL I IMENSIONS AND OTHER ALL GROUT FOR USE IN MASONRY SHALL CONFORM TO ASTM C476, MINIMUM 2,500 PSI DETAILS FOR ACCURACY BEFORE AND AT 28 DAYS. C. CONTINUOUS BARS SHALL HAVE BASIC CLASS "C" TENSION LAPS WITH CORNER BARS DURING CONSTRUCTION AND BE AT ALL CORNERS AND END WALL INTERSECTIONS. RESPONSIBLE FOR SAME. NO. DWG. ISSU DATE D. ALL VERTICAL REINFORCEMENT IN MASONRY SHALL HAVE CLASS "C" TENSION LAPS. E. REINFORCING IN MASONRY WALL FOOTINGS SHALL BE CONTINUOUS. 4. TIMBER SPECIFICATIONS A. STRUCTURAL TIMBER SHALL BE #2 SOUTHERN YELLOW PINE (M.C.-19%), OR LODGE POLE OR EQUAL UNLESS OTHERWISE NOTED ON DRAWINGS, WITH ALLOWABLE STRESSES AS FOLLOWS: GULF COAST ENGINEERING BENDING STRESS 1,200 PSI 1,050 PSI SHEAR STRESS 90 PSI 70 PSI STRUCTURAL DETAIL SHEETS COMPRESSION STRESS PARALLEL TO GRAIN 1 000 PSI 700 PSI LODGE POLE MODULUS OF ELASTICITY 1,600:000 PSI 1,200,000 PSI ARE COPYRIGHTED. ANY UNAUTHORIZED USE OR REPRODUCTION IS EXPRESSLY B. STRUCTURAL GLUE LAMINATED TIMBER SHALL BE VISUALLY GRADED SOUTHERN PINE WITH THE FOLLOWING MINIMUM ALLOWABLE STRESSES: PROHIBITED, AND SHALL BE AN BENDING STRESS 2,400 PSI INFRINGEMENT OF THE FEDERAL COPYRIGHT ACT. 200 PSI SHEAR STRESS MODULS OF ELASTICITY 1,800,000 PSI C. STRUCTURAL PARALLAM BEAMS ALL SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE STRESSES: BENDING STRESS 2,900 PSI SHEAR STRESS 290 PSI MODULUS OF ELASTICITY 2,000,000 PSI D. PLYWOOD SHEATHING: 1. EACH CONSTRUCTION AND INDUSTRIAL PANEL SHALL BE IDENTIFIED WITH THE ;-4 APPOPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET M THE REQUIREMENTS OF THE LARGEST EDITION OF U.S. PRODUCT �TANDARDS PS 1 OR PRP-180 PERFORMANCE STANDARDS. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO WEATHER SHALL BE CLASSIFIED EXTERIOR. 11. PANEL ROOF, WALL AND F OOR SHEATHING SHALL BE 1/2" THICK APA STRUCTURAL 1 A-4 RATED SHEATHING EXP 2 UNLESS OTHERWISE NOTED ON PLANS). SHEATHING PERMANENTLY EXPOSED TO WEATHER SHkILL BE CLASSIFIED EXTERIOR. 111, NAIL P�NELS WITH 8D COMMON NAILS AT 3" O.C. ALONG SUPPORTED PANEL EDGES AND 6 O.C. AT INTERMEDIATE SUPPORTS, OR AS INDICATED ON PLANS. E. ALL BEARING STUD WALLS SHALL HAVE SOLID BLOCKING AT MID-HEIGHT OR AS OTHERWISE NOTED ON BUILDING SECTIONS. F. PREFABRICATED WOOD STRUCTURAL MEMBERS, INCLUDING TRUSSES SHALL BE DESIGNED SPECIFICALLY FOR THIS PROJ,�CT FOR A 140 MPH WIND LOAD IAW ASCE 7-05 LATERAL LOAD, AND SEALED BY A FLORIDA R GISTERED ENGINEER. G. REVIEW ALL DRAWINGS INCLUDING MECHANICAL, ELECTRICAL, PLUMBING ETC. TO ASCERTAIN LOADS FROM EQUIPMENT, OPENINGS FOR DUCTS ETC. AND PROVIDE MODIFICATION TO TRUSSES IF REQUIRED TO SUPPORT SAME. DRAWING DESCRIPTION H. TRUSS LAYOUT AS SHOWN ON PLANS IS SCHEMATIC AND MAY BE MODIFIED WITH APPROVAL OF THE ENGINEER 1. ALTHOUGH WEB LAYOUT MAY BE SHOWN ON PLANS IT IS THE RESPONSIBILITY OF THE TRUSS DESIGNER TO ACCEPT, APPROVE, OR MODIFY, AS REQUIRED �OR THE DESIGN PURPOSE. J. WOOD-TO-WOOD FRAMED CONNECTIONS ARE TO BE MADE WITH BOLTS AND/OR JOIST HANGERS AS GuLf" e-I'V�'11 1__NGI1%4E`ERWG ')O� X 4 SHOWN. TOE-NAILING IS NOT PERMITTED. V7 K. MAXIMUM SPANS OF DIMENSIONAL LUMBER USED FOR JACK RAFTERS AT HIPPED ROOF SECTIONS SHALL `3CI 1, 1-1, _32549 JOB # BE IN ACCORDANCE WITH "SPAN TABLES FOR JOISTS AND RAFTERS" AS PUBLISHED BY THE NATIONAL WOOD FL RF( 4 13 7 DRAWN BY: PRODUCTS ASSOCIATION. FL CA NO. '7066 CHECKED BY:EA & MN L. HIP RAFTERS SHALL BE 2 INCHES DEEPER THAN JACK RAFTERS. M. ALL TRUSSES AND RAFTERS SHALL BE STRAPPED OR HURRICANE CLIPPED TO SUPPORTING MEMBERS DATE: - AT ALL BEARING POINTS. SCALE: NONE DRAWING NUMBER S � 3 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO 3 PAIRS OF "X" BRACING AVOID MISTAKES, THE AUTHOR CANNOT 2x RIDGE BEAM/BOARD PANEL ATTACHMENT PER PLAN 2x4) @ MID & QUARTER GAURANTEE AGAINST HUMAN ERROR. THE NAILS BASED ON SHEARWALL �OINTS OF GABLE END. CONTRACTOR ON THE JOB SITE MUST REQUIREMENTS-SEE PLAN CHECK ALL DIMENSIONS AND OTHER 2x CUT RAFTER DETAILS FOR ACCURACY BEFORE AND GABLE END TRUSS /,.,-2x BLOCKING @ 48" O.C. DURING CONSTRUCTION AND BE _j 8'-\O M I N. FROM CABLE END BACK RESPONSIBLE FOR SAME. PANEL ATTACHMENT PER STRAP TRUSS TO 8'-0" BETWEEN TRUSS SHEARWALL DBL. TOP PLATE. BOTTOM CHORDS. z REQUIREMENTS SEEPLAN FOR LIJ TYPE & SPACING n - - 1 /2" GYPSUM CEILING APPROVED STUCCO OR APPROVED SHEATHING ON 2x BLOCKING 0 C DIAPHRAGM USE 50 V) (n SIDING ON GABLE FACE GABLE FACE AND ON WALL WOOD WALL COOLER NAILS @ 4 0.C. Ld x LPROVIDE 1x COLLOAR TIE/BEAM AND ON WALL BELOW BELOW BASED ON SHEARWALL 4'-0" IN, THE REMAINDER 0 GULF COAST ENGINEERING 04 0 0 REQUIREMENTS (SEE PLAN) E 14 R E @ EVERY RIDGE AND RAFTER BASED ON SHEARWALL TO BE NAILED @ 7" 0.C. STRUCTURAL DETAIL SHEETS 0 CONNECTION REQUIREMENTS - SEE 1 /2" GYPSUM CEILING ARE COPYRIGHTED, ANY UNAUTHORIZED 01 PLAN. -004(o USE OR REPRODUCTION IS EXPRESSLY *C(0(0 IF COLLAR BEAM 'TIE (AS SHOWN ABOVE) 2x BLOCKING PROHIBITED, AND SHALL BE AN 0000 GABLE ENDWALL, _n_ < M I F, ARE USED, THIS ELIMINATES THE INFRINGEMENT OF THE FEDERAL COPYRIGHT ACT. 0< E BRACING FOR REQUIREMENT FOR SIMPSON ST18 PLATFORM FRAMING (WOOD FR -LO 0 STICK- FRAMED ROOFRIDGE/RAFTER STRAP AS CALLED _j =CO_j -iij FOR IN "GENERAL NOTES & SPECS". \"- SCALE: N.T.S. < 80U_ 0 SCALE: N.T.S. LO 0 ,-CON Lo r- x 0 ry 0) 0 GABLE ENDWALL, 't C BALLOON FRAMINI 0 _,.�(2)2x6POSTFOR RIDGE SUPPORT X.-t�o,"q. 0 ( WOOD FRAMINGI PLA CE(3)CEILING JOIST UNDER POST) 0 a.* 00 2%10 RAFTERS 24"O.C. C C== 0 6-If 1 0- - to_j 2r6 CEILING JOIST C�1?000LL_ 24,,ac RAFTER WHERE THE BUILDING OFFICIAL REQUIRES FNAL CERTIFICATION OF OOR ELEVATION 2x4 CONT. COMPLETION FROM THE ENGINEER, THE FOL-OWING APPLIES: SP2 @ 16"0.C. H1 I I a I I I I I 2x4 @ 48" O.C. 12 0 3 INSPECTIONS ARE REQUIRED, FOUNDATION/FLOOR FRAMING, (2)SIMPSONLST421 oicy-4' 11C, BetweRn S-)ndlps T IF LONGER THAN 6 NAIL—OFF, AND DRY—IN FRAMING. DRY—IN INSPECTION SHALL @EACHRAFTER 2x6 CONT. ADD 2 x 6 STRONG BACK OCCUR BEFORE INSULATING & SHEET RO,'K INSTALLATION. 13ALCONY RAILING DE AIL 2x6 STRONGBACK * 48 HOURS NOTICE, IN WRITING/VIA FAX OR E—MAIL, SHALL DBL�Zr10 @ DORMER WALL N. T. S. NOT LESS (NOT REQUIRED WHERE BE GIVEN TO THE ENGINEER. THAN 45' BEARING DIRECTLY ON WALL) 0 THESE INSPECTIONS SHALL BE BILLED AT $225.00 EACH. DR4 WINGS FOR PITCH 2x6 @ 16"ON CENTERS SPI @ 16'O.0 2x4 CONT:--/ PRE-ENGINEERED FLOOR JOIST CEILING M12" MAX. FROM 2x CEILING JOIST— JOIST BEARING WALL @ 2,f ON CENTERS AT 16"ON CENTERS ELLIOTT W. ALLEN, P.E. Florida Registration Number 42137 (TYP. FOR ALL STAIRWAYS.) MID - BRACING Florida CA Number 7066 SEE ARCHITECTUR4t, (TRUSSES COMPANY TO SIZEAAD LOCATEALL RISERS- 7 712" MICHAEL D. NEWELL, P.E. BF,4MS ASSOCL4 TED WTH FLOOR JOIST SYSTEM TREADS- 10 FOR CONVENTIONAL ROOF FRAMING Florida Registration Number 41126 Florida CA Number 7066 If'-1 A NOSING- I TYP %,,txL DORMER WALL SECTION STRINGERS- (3) 2x12 SCA LE:N.I.S. SEAL AT DOUBLE TOP PLATE TO STUD LOCATIONS @ 32" O.C., ONE OF THE FOLLOWING CONNECTORS SHALL BE USED: �j A. SIMPSON SP4 B. SIMPSON LSTA21 CU C. SIMPSON SP1 N OT NOT REQUIRED WHERE "GO—BOLT" OR 5/8� ALL THREAD ROD SYSTEM IS USED. M SIMPSON LSTA21 OR EQUAL (MAY RUN M DIAGONALLY) SIMPSON H10 or orSIMor SIMPSON H10-2, OR NO. 17mg. Issue E7atwp oror SIMPSON MTS12/16 or CLIP OF EQUAL OR SIMPSON H10 or H10-2 or 1/2" DIAM x 10" GorREATER UPLIFT CAPACITY MTS 12Z16, OR CLIP OF LONG J—BOLT EQUAL UH GHLATER WITH 3x3xl/4" UPLIFT CAPACITY WASHER OR EQUAL MUST BE WITHIN 12" -SIMPSON LSTA21 OF EACH SIDE OF OR EQUAL (MAY RUN ALL EXTERIOR DIAGONALLY) HEADER OPENINGS (7" MIN. EMBED.) 1/2" DIAM x 10" LONG J—BOLT WITH 3x3xl/4" STAIRWAY DETAIL HANDRAIL DETAIL 4-4 WASHEROREQUAL 0 MUST BE WITHIN 12" ;—q 5/8" DIAM. x 10" LOCATION WHERE ONE OF OF EACH SIDE OF N. T S. N. T. S. LONG J—BOLT THE FOLLOWING SHALL BE PLACED: ALL EXTERIOR HEADER OPENINGS W WITH 2x2xl/8" WASHER A. SIMPSON SP4 (7" MIN. EMBED.) -N61JN!Ef-P @ 32" O.C. � ,T (7" MIN. EMBED.) P 0 13 ON 4 9 AT BOTTOM PLATE TO S-TUD LOCATIONS @ 32" O�C., ONE OF FT OR EQUAL. B. SIMPSON LSTA21 G U LF COAST r 32549 THE FOLLOWING CONNECTORS 0 3)7 SHALL BE USED: FLCAN A. SIMPSON SP4 0 o(",j ct THE STUD CONNECTED U B. SIMPSON LSTA21 AT THE TOP MUST BE C. SIMPSON SP1 CONNECTED AT THE ct BOTTOM. qldr L WALL FRMING SCHEDULE BEARING OPENING �_; BEARING WALL VERRCAL WALL SIZE PLATE M4rL 7OP PiATE HErptff AWUNG 8P 71) 9* 2X4 0 16w ac, S.Y P. 16* ac. SIMPSON H02A HOLDOWN 10' TO I I, 2X6 0 16 0 0.C. S.Y P. 12" ac. AS SHOWN (OR EQUAL) 12' TV 14' 2X6 0 12 0 0.C. S.Y P. 90 O.C. GO—BOLTS U4Y BE SUSSMUTE17 THE HONZONIAL SPACING FOR GO—BOLTS IS rtRCAL CONNEC70RS 0, 16 64" O.C. TYPI04L (HEADER) �4* 1 I—AT ETTHER END OF HE4DERS 6�-00 SIMPSONHRC1.81 OR GREATER IN LENGTH. USE STR4PPING AND DRAV41NO VESMPrION 0 0 0 0 0 0 (HIPRIDGE CONNEC70RS AT HEADERS GREATER THAN W-0� CONNECTOR) UPUFT COIVNEV77ON REQUIRSWENTS AT POINTS ;4' (TOP AND BOTTOM OF HE40ER MINIMUM WALL AND HEADERsw REQUIREUENT5 STUDS) UPUFr LOAD PER FRWING MEMBER 0 0 9 9 9 0 ABOW THE HEADER FROM TABLE 307A 0 --------L -j— U49MUM HEAMW SFAN (FEF0 MULRFLIED BY 7HE NUM&W OF nUMING SIMPSON HOLDOWNS R EQ UA L) JOB MEMBERS DMDEV BY TWO. 12-16d Nails Each Side & Glued Be Wi( th of Rafter 3* 1 6' 1 9' 1 12' 1 15' 1 18' 1 UPUFT CONNECTION IS REQUIRED AT EACH 1/2" CDX Each Side. CDX Shall NUMBER OF hEADER STUDS SUPPORTING END OF HEADER AND AT BOTTOM OF HEADER C-+ECXE0 BYEWA/M SIMPSONSURIL210 L_ END OF HE4DER SWDS IN ADDffloN To WNNECTORS AT WALL RAFTER SPLICE DETAIL A T EA CH RAFTER TO DATE- - STUDS AND AT 70P AND BOTTOM OF TO 117P CONNEC77ON 1 2 1 2 1 2 1 2 1 CRIPPLES (TYP[CAL) UNSUPPORW SWD NUMBER OF FIJLL—LENG774 STUDS AT SaAdXii NONE I 1 Zr12 HIP RAFTER HEADER FULL LEVGM (TYPICAL) WALL HGT SPACING END OF HEADER snIDS STUDS VRAKN& NO. 10, 120 1 2 2 2 2 2 OR LESS 16 2 2 3 3 3 3 2x 2 RIDGE SHEARWALL NOTES 240 2 2 1 3 3 5 3 1 2x10 RAFTERS @ 2,CO.C. GREATER 120 --z 1. Place 1/2" CDX each side of wall. (TYPICAL) 1 2 2 2 3 3 S � 4 2' Nail at 3/6 with 8d common nails. 3' Place a Simpson HD5A at each end of wall. THAN 10" 160 2 2 3 3 4 4 ;4v shear wall footing. 240 2 2 3 1 4 1 5 1 5 4. 1/2" x 10" anchor bolts 0 32" D.C. are required in the 5� Place a Simpson Drag Strut Connector (DSC) at header RIDGE DETAIL to wall connections and wall to wall connections. SCALE:N.TS. 7YPICAL FRAMING AND CONNECTIONS AT HEADERS 2X 4 BRACE RAFTER PER RAFTER PER RAFTER PER FRAMING PLAN FRAMING PLAN FRAMING PLAN !v /7\ _J CC=== 2X 4 BRACE 2X 4X 16 LLJ BLOCK 0 0 C U x 2X 4X 16 c3c=== L_U L01- 0 BLOCK C14 2X 6 BRACE 2X 6 STIFFBACK 2X 4 UPRIGHT W/ 20 LEDGER r— 0 :904 to 3: 0 460 O.C. -0. 2X 6X 16 11L4u_J S-CO CO 0 BLOCK -21, Lz I 1--. "0 2X 4 UPRIGHT MIN. V111, 6< E 0 46* D.C. -to C-) 12* MAX 2X 6 UPRIGHT -L-00 SIMPSO SERIES 0 8'- 00 O.C. < U,—%LL_ 0 [7] 8D GALV. COMM 45* U)W— C OR EQUAL] EACH Ell D (-) M04 MIN. — U)ll`�' X K)" 0 "LL MIN. AS REQD. X±�0041 0 54 -10 :2 m3xquj - !X STOCK TO PPOR 0 C; 0 LL_ FULL WIDTH CUT JOIST PER JOIST PER MST %A, FRAMING PLAN FRAMING PLAN FRAMING PLAN BEARING WALL U U BEARING WALL \BEARING WALL U U \\ ENGI�NEEW�SSEA�Ll` LAY ON VALLEY RAFTER MID BRACING RAFTER MID BRACING RAFTER MID BRACING B C D GULF COAS-f UN(- 11�TERIIN 3 FT Po- 1 4915 IA-0N RUI T FT 3254(, T L R N 0 1-3 21 L CA N(--), '7066 NO. DWG. ISSUE DATE RAFTERS PER 0 0 FRAMING PLAN SIMPSON LSTA21 R kFTERS PER [OR EQUAL] AT FRAMING PLAN EACH RAFTER SIMPSON LSTA21 (OR EQUAL] AT EACH RAFTER SIMPSON LSTA12 12-16d Nails Each Side & Glued AT EACH LOOKOUT SIMP LSTA16 [OR EQUAL] [OR EQUAL] A0 AT 320 O.C. SAME STUD AS 1/2" CDX Each Side. CDX Shall Be Width of Rafter LOWER CONNECTORS 0 RAFTER SPLICE DETAIL SI LSTA1 2 (2)20 POSTFOR RIDGE SUPPORT AT EACH LOOKOUT FI-4 Uh(J)CEILING JOIST UNDER POST) E AL] 2x10 RAFTERS 2X COLLAR TIES AT R TIES 24"0.C. F SHEARWALL NOTES EACH COMMON RAFTE AT E COMMON PAIR 2X CROMSS BR N RAFT PAIR 1 Place 1/2" CDX each side of wall, AT GABLE CENTER AND 2x6 CEILINGfOIST 2. Nail at 3/6 with 8d common nails. EACH 112'- 0' O.C. OF RI IN 24"0.C. 3. Place a Simpson HD5A at each end of wall. MIN. 4. Place double joist under each shearwall. Tie studs to SIMPSON MA16 [OR EQUAL SIAIPSONHRCI.81 double truss with LSTA 36. (HIPRIDGE SP2 @ 16"0.C. 5. Place IlacS!mpson Drag Strut Connector 'D at header A I OZ O.C. SAME STUD CONNECTOR) n( e'5)io n s. .(2)SIMPSONLSTA21 a� Cq)EACH RAFTER I SHEARWALL NOTES JO1' T PER DBL.WO @ DORMER WALL 1. Place 1/2" CDX each side of wall, SEEARCHITECTURML 2. Nail at 3/6 with 8d common nails. FRA4 �4G PLAN DRA WINGS FOR PITCH 2x6 @ WON CENTERS 3. Place a Simpson HD5A at each end of wall. CORMIMIR: SIMPSONSURIL210 L 4. 1/2" x 10" anchor bolts 0 32" O,C. are required in the shear wall footing. A T EA CH RAFTER TO SPI @ 16"O�C. 5. Place a Simpson Drag Strut Connector (DSC) at header 2X CROSS BRACING 7-0 HIP CONNECTION to wall connections and wall to wall connecTions. AT GABLE CENTER AND 2x PRE-ENGINEERED FLOOR JOIST DRAWING DESCRIPTION EACH 12'- Cr O.C. OF RUN BLOCKING AT JOIST PER BLOCKING AT 2x12 HIP RAFTER @ 24" ON CENTERS AT 16"ON CENTERS MIN. CROSS BRACING FRAMNG PLAN CEILING UNE (TYPICAL) P (TRUSSES COMPANY TO HZEAND LOCA TEALL WHERE THE BUILDING OFFICIAL REQUIRES FINAL CERTIFICATION OF x 12 Ri DGE BEAMSASSOCZATED RqTH FLOOR JOIST SYSTEM COMPLETION FROM THE ENGINEER, THE FOLLOWING APPLIES: RAFT—IRS TYPICAL DORMER WALL SECTION JOB III!: @24,,ac (TYPICAL) SCALE:N.TS. 0 3 INSPECTIONS ARE REQUIRED, FOUNDATION/FLOOR FRAMING, NAIL-OFF, AND DRY-IN FRAMING. DRY-IN INSPECTION SHALL DRAWN BY. BEARING WALL BEAF ING WALL OCCUR BEFORE INSULATING & SHEET ROCK INSTALLATION. CHECKED BY: EA & MN IDGE DE rFA 0 48 HOURS NOTICE, IN WRITING/VIA FAX OR E-MAIL, SHALL DATE: IL �C_VIL BE GIVEN TO THE ENGINEER. SCALE:N.I.S. 0 THESE INSPECTIONS SHALL BE BILLED AT $225.00 EACH. SCALE: NONE Floor System Girder Attachments Shall Be Simpson DRAWING NUMBER Strong-Tie Top Flange Hangers ELLIOTT W. ALLEN, P.E. Florida Registration Number 42137 Florida CA Number 7066 GABLE END GABLE END eallen@fwbnet.com MICHAEL D. NEWELL, P.E. Florida Registration Number 41126 PLATFORM FRAME BALOON FRAME Florida CA Number 7066 EF mdnewell@fwbnet.com ELECTRICAL LEGEND WALL LEGEND SYMBOL DESCRIPTION 0 CEILING OUTLET, RECESSED CMZZ== 2x4 STUDS @ 16" O.C. WALL'OUTLET 2x6 STUDS @ 16" O.C. CEILING OUTLET W/ EXHAUST FAN, SURFACE MOUNTED— FLUORESCENT FIXTURE 4�) DUPLEX RECEPTACLE E030 �220 VOLT OUTLET, AMPERAGE AS NOTED El@wp DUPLEX RECEPTACLE, WATER PROOF ::QGFI GROUND FAULT INTERCEPTOR U TELEPHONE OUTLET E TELEVISION OUTLET THERMOSTAT 0- j- DOOR BELL u r @ o CO2 SMOKE DETECTOR - = U- DISTRIBUTION PANEL re) SINGLE POLE SWITCH Lz_ u u �33 THREEPOLE SWITCH @ DIMMER SWITCH M !'DM 47> Ln m FLOOD LIGHT 00 u CL r ) — I N.0, I T 4.;;j c: I q)> CEILING FAN CZ ------- --- 0 0 0 (b C aw NOTE: DW ______ i COVERED ALL ELECTRICAL WIRING TO BE IN ACCORDANCE PORCH WITH '08 NEC. KITC EN PROVIDE ARC-FAULT CIRCUIT INTERUPTERS IN ALL L ND BEDROOMS PER ARTICLE 210-12. ATTIC LT W/PC GFCIQ -GARAG CLC. OUTLET FOR GAR DR. OPENER BEDROOM 1 F DINING HB CE LL - - - - - - - - - - - BATH BXTH 2 u R —0, -------- 3f u Z MASTE Li BEDROOM 2 BATH I CL STUDY cr, .5 X-1 VI N G G < R CE C L000 N E MASTER BDRM ED OOM 3 H COVERED DRAWN BY PO CH REVISIONS 74)> m ------------------------------- DATE OF ISSUE 11/2/15 CHECKED BY PROJECT NO FIRST FLOOR SECOND FLOOR 2015-040 ELECTRICAL PLAN ELECTRICAL PLAN SHEET TITLE SCALE: 1/4"=11'-O" SCALE: 1/4))=l)-Olj ELECTRICAL PLAN SHEET NO LAKEVIEW, PLAT BOOK 41 , PAGE 81 LAKEVIEW COURT -F 50' RIGHT-OF-WAY cf) �D 00 c) ui 0 SOO-23 ' 10 "E le?-8. 00 ' �"C' Ld A cl)Ll A A 2 a 0':�' < CL -Y A A Ld w Cc, m af cr) oo 15' B.R.L. C)Q� Cc''c' 15' B.R.L. Lu El�Q Ll a I cl cr >' z� 0:�Z):'� L' >- ui ZE 0 7A—A. . . 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