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1648 SEA OATS DR - GARAGE, ADDITION & PAVERS DWG'SPERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS LOT 11,915 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, WALKS,PADS. 5,212 S.F. TOTAL IMPERVIOUS 5,212 S.F. = .44 % DESCRIPTION AREA LOT AREA EXISTING FLOOR PLAN EX2 EXISTING ELEVATIONS AREA (SQ. FT.) (SQ. FT.) "C" PREDEVELOPMENT td "C" IMPERVIOUS 5,212 11,915 1.00 11,915 s.f. 0.44 PERVIOUS 6,703 11,915 0.20 D.11 RUNOFF CO. (C) P.55 PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,915 S.F. x 9.3 in. / 12 in. / ft V = 5,078 cu. ft. POST DEVELOPMENT AREAS: LOT 11,915 S.F. BUILDING AREA 3,218 S.F. DETACHED GARAGE 594 S.F. DRIVEWAY, POOL TERRACE, WALKWAY, PADS: 2,131 S. F. TOTAL IMPERVIOUS 5,943 S.F. =.50 % DESCRIPTION AREA LOT AREA EXISTING FLOOR PLAN EX2 EXISTING ELEVATIONS AREA (SQ. FT.) (SQ. FT.) "C"VJtd PREDEVELOPMENT "C" IMPERVIOUS 5,943 11,915 1.00 11,915 s.f. 0.50 PERVIOUS 5,972 11,915 0.20 0.10 RUNOFF CO. (C) = 0.60 POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 11,915 S.F. x 9.3 in. / 12 in. / ft V = 5,540 cu. ft. DELTA VOLUME = 5,540 - 5,078 = 462 cu. ft. STORMWATER STORAGE REQUIREMENTS EX1 EXISTING FLOOR PLAN EX2 EXISTING ELEVATIONS AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 11,915 s.f. 44% 5,078 cu. ft. POST DEVELOPMENT 11,915 s.f. 50% 5,540 cu. ft. STORAGE VOLUME REQUIRED: 462 c . ft. STORAGE VOLUME PROVIDED- 504 cu. ft. .SI 71�_ PL64 ^I. PERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS N 6°14'41" W 85.00' (M) NEW ONE N 6016'10" W 85.00'(P) STORY GARAGE * TYPE 5B OCCUPANCY CLASS: GROUP R-3 - - - - - - - - - -� - - - - - - - -) FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL J FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY -- 5' B_R_L_ FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING m I FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL EQua I •S x 8, I FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY • �' c,., � I ti 1 � NATIONAL ELECTRICAL CODE (2014) Un• v I 20' B.R.L. 1 FLORIDA FIRE PREVENTION CODE 6th EDITION C o wl '� •v ______� ( NFPA 101 LIFE SAFETY CODE ---------------------------- -------------------- ----- - ---- ----- --- -- -- o- -- --+ --- .I --- CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION zl ' CO SFS. EXISTING a I C I POOL •.. _ • • ••.. • °� •� I .• I .I * NO UNDERGROUND OR OVERHEAD 14 NEW I - I..: UTILITIES IN VICINITY OF PROPOSED WAU. 41 1 l PERVIOUS ° WORK • j • .. i..dFal . PAVER I i • ..I. • TERRACE :d. "a.. I,.d. •° * ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE I I i/ • ''d .y j d o ° �• _y, ;, r °, I EMERGENCY ESCAPE AND FIRE •d • ,. d• , REQUIREMENTS BY HAVING AT --- --- --- --- _ i• ,d - --- --- --- --- I LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND d NEW ONE I .., a . •.,..,r. MEET THE SILL REQUIREMENTS OF STORY PORCH t; 4 LESS THAN 44" ABOVE FINISHED ADDITION I �: +�.... FLOOR. REFER TO WINDOW TAGS ❑ d.. o • i •, loo LL 4N T_AND CORRESPONDING ROUGH OPENING SCHEDULE. I ' iLL• . • .., . O I I ' • 36 x7 .• I I - �� `/ ' 1 '="r _ _ _ _ _ _ •a L d. o I I Ply I, M * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE 100 co SURVEY SHALL BE ON THE SITE FOR - z z THE BUILDING INSPECTORS PRIOR I i TO FRAMING INSPECTION OR ALL Lo ("I r = `PROPERTY MARKERS SHALL BE }' .�F I J EXISTING ` J I EXPOSED AND A STRING STRETCHED 00 M ONE STORY 4m; I FROM MARKER TO MARKER TO 1 • •. ; . W Cl) �; HOME VERIFY REQUIRED SETBACKS. NO ~ • ' ~i UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED I d K. I I I I I I r jJ • d I l • I I I I I--,--------1---------- ---------------------- --------------------------- p �- - 30' B. R. L_. NEW ---------------------J ° NEW I 1 PAVER . .� .a.. I CONCRETE ---------------------------- - WALKWAY •• I DRIVEWAY a ----------------------- I sl 00 L F EXISTING DRIVEWAY I '• AND WALKWAYS I O'YD•QVAgS L--_-2 TO BE REMOVED ��• e< II I a I PROPOSED STORAGE AREA: A. d I I ----------------------------- I I • EXFILTRATION = 14'x 60'= 840 S.F. x 2 DEPTH S 6016'10" E 85.00' (P) ° 1680 CU. FT. x 30% = 504 CU. FT. I I S6°10'18"E85.13'(M) I I • ..a 1 TOTAL STORAGE = 504 C U . FT. S EA,OAT" R I ri_` arch itedura 5i an �Pi SCALE: 1" = 10'-0" SHEET INDEX SP1 SITE PLAN EX1 EXISTING FLOOR PLAN EX2 EXISTING ELEVATIONS D1 DEMOLITION PLAN Al PROPOSED FLOOR PLAN A2 PROPOSED ELEVATIONS A3 ELECTRICAL PLANS A4 GARAGE PLAN AND ELEVATIONS A5 WALL SECTIONS r"r,VIN I. M UL, L' I CAN YJf:SIGN�p, INC COVERAGE OF LOT EXISTING COVERAGE LOT AREA: 11,915 S.F. HOME S.F.: 2,702 S.F. DRIVEWAY, WALKWAYS, TERRACE: 2,470 S.F. PADS: 40 S.F. TOTAL IMPERVIOUS: 5,212 S.F. % OF COVERAGE =5,212--11,915 =.44% PROPOSED COVERAGE: LOT AREA: 11,915 S.F. HOME S.F.: 3,168 S.F. GARAGE: 594 S.F. DRIVEWAY: 1,584 S.F. POOL TERRACE: PERVIOUS PAVERS (838 x.5): 419 S.F. FRONT WALKWAY: 144 S.F. MECH PADS: (GRAVEL) 0 S.F. A/C PAD: (CONCRETE) 34 S.F. TOTAL IMPERVIOUS: 5.943 S.F. % OF COVERAGE = 5,943--11,915=.50% NOME �E'NOVATION f Off' THF_ H"kPl'F'S A�CN I� C�rUI�AI� 51TF, FLAN This drawing is an instr,,--ent of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. L u_: N_ 5/-4/201(5 PERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 11,915 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, WALKS, PADS. 5,212 S.F. TOTAL IMPERVIOUS 5,212 S.F. = .44 % DESCRIPTION AREA LOT AREA — — — — — AREA (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 5,212 11,915 1.00 0.44 PERVIOUS 6,703 11,915 0.20 0.11 STORAGE VOLUME REQUIRED: RUNOFF CO. (C) = 0.55 PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,915 S.F. x 9.3 in. / 12 in. / ft V = 5,078 cu. ft. POST DEVELOPMENT AREAS - LOT BUILDING AREA DETACHED GARAGE DRIVEWAY, POOL TERRACE, WALKWAY, PADS: 11,915 S.F. 3,218 S.F. 594 S.F. 2,131 S. F. TOTAL IMPERVIOUS 5,943 S.F. = .50 % DESCRIPTION AREA LOT AREA — — — — — AREA (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 5,943 11,915 1.00 0.50 PERVIOUS 5,972 11,915 0.20 0.10 STORAGE VOLUME REQUIRED: RUNOFF CO. (C) = 0.60 POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 11,915 S.F. x 9.3 in. / 12 in. / ft V = 5,540 cu. ft. DELTA VOLUME = 5,540 - 5,078 = 462 cu. ft. STORMWATER STORAGE REQUIREMENTS — — — — — — — — AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 11,915 s.f. 44% 5,078 cu. ft. POST DEVELOPMENT 11,915 s.f. 50% 5,540 cu. ft. J ry STORAGE VOLUME REQUIRED: (2017) ACCESSIBILITY I 462 cu. ft. STORAGE VOLUME PROVIDED: 504 cu. ft. NEW PERVIOUS N 6°14'41" W 85.00' (M) N 6016'10" W 85.00' (P) NEW ONE STORY GARAGE S) TE PLA m4 PERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS: GROUP R-3 (- — — — — — — — — — — — — v — — — — — ,- —I FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 5 B_R_L_ J ry FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY I m I FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING �` • ties L __ ___ �, FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL I FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) 20' B.R.L. v 00 `' I FLORIDA FIRE PREVENTION CODE 6th EDITION I o •� ______ __� I NFPA 101 LIFE SAFETY CODE ` --'-----------------� -------------4444-- �` ------ ------ ----- --- --- I ZI I �- --- -J I I CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION I I , CODES. rri EXISTING'a , I I POOL .d ° I NO UNDERGROUND OR OVERHEAD HALE UTILITIES IN VICINITY OF PROPOSED WALL WORK FAVILK TERRACE r -4444--r------ – – I I , I I T I I - I E I I I R I I ' . I I nd . - ., - 44 4 d R NEW ONE `•'��r STORY PORCH L ADDITION 5 F .. I • , ` ` �/ I I. 4 CD CD A KILL 0 1 PUMP o I I I 136 X ] I I �. w O i O VJ I I I I V V a I• •• • � l' J 0 0 P 1 ,co r I I S o0 00 5 I I I L L T I � 1 4 1 I 1 C) co T I _� N �r I �i EXISTING E O p 00 � omi ONE STORY /y� F W i.. I C/) I ' �/� ' HOME I d:: . i 4 ... U I a I1 1 d W I I 1 d. da 1 __________1.________________________ Z.7 30' B. . L. NEW: d -------------------4444-J ; NEW PAVER I CONCRETE --------------------------- - .. WALKWAY --� I DRIVEWAY I ------------------------------------------------------------------ 6 -------------- EXISTING DRIVEWAY ev1� AND WALKWAYS I TO �/®. PUwAPS T��- TO BE REMOVED (ZL-1pt Co ,a ALL BEDROOMS IN THIS RESIDENCE O MEET OR EXCEED THE MERGENCY ESCAPE AND FIRE EQUIREMENTS BY HAVING AT EAST ONE WINDOW OPENING FER DOM OF 5.7 SQUARE FEET AND EET THE SILL REQUIREMENTS OF ESS THAN 44" ABOVE FINISHED LOOR. REFER TO WINDOW TAGS ND CORRESPONDING ROUGH PENING SCHEDULE. A FOUNDATION SURVEY SHALL BE ERFORMED AND A COPY OF THE URVEY SHALL BE ON THE SITE FOR HE BUILDING INSPECTORS PRIOR O FRAMING INSPECTION OR ALL ROPERTY MARKERS SHALL BE XPOSED AND A STRING STRETCHED ROM MARKER TO MARKER TO VE REQUIRED SETBACKS. NO NDERGROUND OR OVERHEAD TILITIES IN VICINITY OF PROPOSED ORK. PROPOSED STORAGE AREA: -- I I , ------------------------------------------ --------- °. ♦.. 1 1 — _ _ EXFILTRATION = 14 x 60 - 840 S.F. x 21 DEPTH d 1680 CU. FT. x 30% = 504 CU. FT. S 6016'10" E 85.00' (P) I I a I I S6°1Oil 8"E85.13'(M) I Al I j I I I , TOTAL STORAGE = 504 CU. FT. I I I I I C I I . •. I I � I I i 1 architectural 51 �Pi SCALE: 1" = 10'-0" SHEET INDEX SP1 EX1 EX2 D1 Al A2 A3 A4 A5 K,F,VW I,, M UL, L,ICAN rL5I6NF,r_1,_j INC SITE PLAN C 19 0. 4) -7-q -�2- 13-�-7-4 EXISTING FLOOR PLAN' 0 � 0 HOMF- PT -NOVATION f 0 P-,- THr C F_1��'YF__ 15 A�cH i � c�ru�Al, 5M� FL -AN nis drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. S/4/ 2016 III ' 101-011 u KE,V PF RRYE RESIDENC 1 48 SEA OATS DRIVE PITLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS - LOT 11,915 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, WALKS, PADS. 5,212 S.F. TOTAL IMPERVIOUS 5,212 S.F. = .44 % DESCRIPTION AREA (SQ. FT.) IMPERVIOUS 5,212 PERVIOUS 6,688 LOT AREA (SQ. FT.) "C" 11,900 1.00 11,900 0.20 RUNOFF CO. (C) _ PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,900 S.F. x 9.21 in. / 12 in. / ft V = 5,072 cu. ft. POST DEVELOPMENT AREAS - LOT 11,900 S. F BUILDING AREA 3,168 S.F. DETACHED GARAGE 594 S.F PROVIDE GUTTER AND DOWNSPOUTS ON NEW GARAGE WITH PIPING TO NEW DRIVEWAY AND TO STREET. NEW GRAVEL NEW ONE EQUIP N 6°14'41" W 85.00' PROVIDE GUTTER AND DOWNSPOUTS AREA N 6016'10" W 85.00' (P) STORY GARAGE ON NEW POOL ENCLOSURE WITH PI ING �- - - - - - - - - - - •-0 - TO RETENTION AREA AND TO STREET. __________ I .� P 5x8 • v • ti til A vCID �20' B.R.L. ,� • O- I r I Wtd IIC11 t L I 1 0.44 m 1 --- I I ' ' I 0.11 I EXISTING 11 A 0.55 C POOL •. ' NEW PERVIC)US PAVER_ d . ' • • it ' '•' TERRACE --7 :'•I' I .. I N I I i . ♦ , d I '..4 . .I -- - -- ----- - -- - -- - - -- - -- • . I Ad NEW ONE I I . I • d I I � STORY PORCH d: d : I , ADDITION I I • 1. I I • •`iii : I ` NEW I i Ell o 0 GRAVEL I ; eEL�. L� 4 o 0 EQUIP 7' I 1 d w w DELTA VOLUME = 5,441 - 5,072 = 462 cu. ft. PROPOSED STORAGE AREA: - EXFILTRATION = 10'x 50'= 500 S.F. x 2' DEPTH 1600 CU. FT. x 30% = 300 CU. FT. RETENTION = 500 S.F. X 4" DEPTH X.5 = 82 CU. F=T. TOTAL STORAGE = 382 CU. FT. STORMWATER STORAGE REQUIREMENTS FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSI!!\L I I FLORIDA BUILDING CODE 6th AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 11,900 S.f. 44% DRIVEWAY, POOL TERRACE,SidLO POST DEVELOPMENT 11,900 S.f. 49% 5,441 cu. ft. A5 WALL SECTIONS TOTAL IMPERVIOUS: 5.817 S.F. , . < WALKWAY, PADS: 2,055 S.F. 382 cu. ft., � I 3, x 3, , CON[• �•. I. l c� 1q_ "'t CD P 11 11 co co TOTAL IMPERVIOUS 5,817 S.F. _ .49 % o70 . 4 11C" 1.00 11 11 Wtd C 0.49 j l LO o co M I ; ; �.} � I V ; ° ° I CO cy) � 1 i I 1 SII 11 1 I ;; Loll 1 II I EXISTING ONE STORY HOME •• •. I �Iz;.•' ; . I .. • �/�i .•.._ d:.' V/1. "1 - DESCRIPTION AREA LOT AREA (SQ. FT.) (SQ. FT.) IMPERVIOUS 5,817 11,900 0.20 0.10 II I I ...d I PERVIOUS 6,083 11,900 RUNOFF CO. (C) = 0.59I_ ' I� I '' ' ' II I 1 11 " ' ' �: •° d• •� 1 I J_______ I I 11_______J______________ 1_______ ___________________________ .• ' 111 POST DEVELOPMENT RUNOFF VOLUME = 0.59 x 11,900 S.F. x 9 3 in. / 12 in. I ft I ! i `------------ -----------J i ! i •NEW •a Q.. I CONCRETE V = 5,441 ft. cu. EXISTING DRIVEWAY I i ;--------------- -----' NEW I DRIVEWAY AND WALKWAYS PERVIOUS PAVER `a• "• <. TO BE REMOVED WALKWAY .:. d .. DELTA VOLUME = 5,441 - 5,072 = 462 cu. ft. PROPOSED STORAGE AREA: - EXFILTRATION = 10'x 50'= 500 S.F. x 2' DEPTH 1600 CU. FT. x 30% = 300 CU. FT. RETENTION = 500 S.F. X 4" DEPTH X.5 = 82 CU. F=T. TOTAL STORAGE = 382 CU. FT. STORMWATER STORAGE REQUIREMENTS FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSI!!\L I I FLORIDA BUILDING CODE 6th AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 11,900 S.f. 44% 5,072 cu. ft. POST DEVELOPMENT 11,900 S.f. 49% 5,441 cu. ft. A5 WALL SECTIONS TOTAL IMPERVIOUS: 5.817 S.F. ORAGE VOLUME REQUIRED- 369 cu. ft. ST GE VOL ME PROVIDED: 382 cu. ft., e SEX0ATS-�)RIVE460' Rita) a e.. _ .. e arck ICC ra SIC plan �Pi SCALE: 1" = 10'-0" 1648 OATS R ATLANTIC ..� CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS- GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDE IAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSI!!\L I I FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICA FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE ELECTRICAL PLANS CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK * ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. * A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK. SHEET INDEX SP1 SITE PLAN EX1 EXISTING FLOOR PLAN EX2 EXISTING ELEVATIONS D1 DEMOLITION PLAN Al PROPOSED FLOOR PLAN A2 PROPOSED ELEVATIONS A3 ELECTRICAL PLANS A4 GARAGE PLAN AND ELE' ATIONS A5 WALL SECTIONS OFFICE COPY REVISION BP# P-esol'Oo DATE -2/ !d / SIGNED KF V I N M UL, L, I CAN INC, COVERAGE OP LOT % OF COVERAGE =5,212--11,900 =.44% PROPOSED COVERAGE: LOT AREA: 11,900 S40 HOME S.F.: 3,168 S.F. EXISTING COVERAGE: 594 S.F. LOT AREA: 11,900 F. HOME S.F. 2,702 S.F. DRIVEWAY; WALKWAYS, TERRACE: 2,470 S.F. PADS: 40 S.F. TOTAL IMPERVIOUS: 5,212 S.F. % OF COVERAGE =5,212--11,900 =.44% PROPOSED COVERAGE: LOT AREA: 11,900 S40 HOME S.F.: 3,168 S.F. GARAGE: 594 S.F. DRIVEWAY: 1,598 S.F. POOL TERRACE: PERVIOUS PAVERS (809 x.5): 403 S.F. FRONT WALKWAY: PERVIOUS PAVERS (90 x.5): 45 S.F. POOL AND PUMP AREAS: (GRAVEL) 0 S.F. AIC PAD: (CONCRETE) 9 S.F. TOTAL IMPERVIOUS: 5.817 S.F. % OF COVERAGE = 5,817-- 11,900=.49% f_Vtslo rJ g -28-1a L' 0 - E NOME p�NOVAiION THF, rl� r_'Ryr, 15 ■ AITCH 11F, CTUP_,A 511 PIAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. �iob No 17_213 )heel No: Dc 31 2012015 io'-0ii Draws i- Q, ,M, necked: ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. ARCHITECTURAL SHINGLES PEEL AND STICK UNDERLAYMENT 7/16" OSB ROOF DECK NUT AND WASHER ( 3X3X1/8") H2.5A EA. RAFTER 1X2 TRIM W/ CONT. MTL. DRIP\ 2X6 P.T. FASCIA 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT — 1 X6 FRIEZE HARDI—LAP SIDING HOUSE WRAP ZIP SHEATHING NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. FINISH GRADE 12 4 2X8 RAFTERS 0 2'-0" O.C. \_ ` 2X6 J. ®2'-0" O.C. 3/8" CDX PLYWOOD CEILING 2-2X6 TOP PLATES (SYP #2 1/2' GYP. BD. 2X6 STUD 0 16" O.0 ( SPF 2) F 1/2" THREADED ROD, ( MIN. " EMBED) o SEE PLAN FOR LOCATIONS N/ \V-- 2X6 P.T. BASE PLATE 4" CONC. SLAB W/ 6 X 6 X W 1.4 X W 1.4 WWF OR FIBER MESH d T �Uj . ' . a e o 1 6 MIL. VAP R BARRIER TO HAVE 1 MIN. 6" LA JOINTS, TAPE AND SEAL ALL OINTS AND PENETRATIONS (2) #5 BARS CONT. COMPACTED, POISONED FILL 1'-o" NOTE: 1. BOTTOM OF FOOTING TO 13E MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SECTION A -A 3/4" = 1'-0" S-1 ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK ® 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. ARCHITECTURAL SHINGLES PEEL AND STICK UNDERLAYMENT 7/16" OSB ROOF DECK NUT AND WASHER ( 3X3X1/8") H2.5A EA. RAFTER 1X2 TRIM W/ CONT. MTL. DRIP 2X6 P.T. FASCIA 2X6 C.. 0 2'-0" O.C. 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" CDX PL OOD CEILING 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT 1X6 FRIEZE 1'—o" (2) 1 3/4" X 11 7/8" LVL SECTION 5-5 3/4" = 1'-0" S-1 S-2 2X8 RAFTERS 0 2'-0" O.C. (5) 10d NAILS 2-2X6 TOP PLATES (SYP ) RILL AND EPDXY (1) 5/8" DIA. X 10" �READED ROD W/ 1" DIA. WASHER N. 6" EMBED ) 04 P.T. POST SIMPSON ABU44 POST ANCHOR 3" 4" CONC. SLAB W/6X6XW1.4XW1.4WWF FINISH GRADE -- RADE (, OR FIBER MESH ) VI •. p:/a. 1 6 MIL. VAPOR BARRIER TO HAVE 1 MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS (3) #5 BARS E.W. \—COMPACTED, POISONED FILL 2'-0" X 2'-0" ol NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SECTION -G 3/4" = 1'-0" EXISTING 2X4 STUD WALL TO REMAIN CONIC. SLAB W/ 6 X 6 X W 1. 4 X W 1. 4 WWF DRILL INTO EXISTNG FOUND. ( OR FIBER MESH F AND EPDXY #5 X 16" DOWEL 0 48" O.C. ( MIN. 6" EMBED ) 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND EXISTING CONC. SLAB SEAL ALL JOINTS AND PENETRATIONS ---\ #5 BAR CUNT. -1 TO REMAIN COMPACTED, POISONED FILL ----\ SEC710N 3/4" == 1'-0" S-1 4" CONC. SLAB FINISH GRADE W/ 6 X 6 X W 1.4 X W 1.4 WWF ( OR FIBER MESH ) 1 6 MIL. VAPOR BARRIER TO HAVE 1 MIN. 6"LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS (2) #5 BARS CONT. COMPACTED, POISONED FILL 1'-0" NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SECTION rz-r= 3/4" = 1'-0" S-1 S-4 rVlAlr' Cl AD 1 4 /o" v •" n A ll1^1 — SECTION r --I= 3" = 1'-0" S-1 S-4 7/16" OSB ROOF DECK x ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK ® 6" O.C. N RAFTER BEARING HT. i--- EXISTING ROOF DECK 2X10 ( SYP #2 ) NAILER, FASTEN TO EXISTING ROOF DECK W/ (2) #10 X 3 1/2" DECK SCREW W/ 1" DIA. WASHER, ATTACH TO EACH EXISTING RAFTER EXISTING ROOF FRAMING TO REMAIN 2X10 RIDGE BEAM ( SYP #2 ) (1) SIMPSON A35 CLIP EA. SIDE OF RIDGE, TYP. EA. RAFTER, W/ (12) 8d COMMON NAILS OVERFRAME W/ 2X8 (SYP #2 ) RAFTERS ® 24" O.C. 2X6 COLLAR TIES ® 24" O.C. W/ (8) 10d COMMON NAILS EACH END NOTE: COLLAR TIE TO BE LOCATED NO HIGHER THAN 2/3 THE TOTAL HT. OF THE RAFTER SECTION G -G 3/4" = 1'-0" S-2 OVERFRAME W/ 2X8 (SYP #2 ) RAFTERS 0 24" O.C. W/ 2X6 (SYP #2 ) COLLAR TIES 0 24" O.C. W/ (8) 10d COMMON NAILS EACH END 1— SIMPSON A35 CUP W/ (12) 8d COMMON NAILS EACH RAFTER LOCATION ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. \ FIELD: 8d RING SHANK 0 6" O.C. SECTION H -fit 3/4" = 1'-0" S-2 OVERFRAME W/ 2X8 (SYP #2 ) RAFTERS ® 24" O.C. W/ 2X6 (SYP #2 ) COLLAR TIES 0 24" O.C. W/ (8) 10d COMMON NAILS EACH END 7/16" OSB ROOF DECK 1 ROW 8d RING SHANK NAILS ® 3" EXISTING ROOF FRAMING TO REMAIN EXISTING ROOF DECK —2X10 ( SYP #2 ) NAILER, FASTEN TO EXISTING ROOF DECK W/ (2) #10 X 3 1/2' DECK SCREW W/ 1" DIA. WASHER, ATTACH TO EACH EXISTING RAFTER 1— SIMPSON A35 CLIP W/ (12) 8d COMMON NAILS EACH RAFTER LOCATION ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK ® 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. SECTION J -J 3/4" = 1'-0" S-2 EXISTING ROOF FRAMING 12 TO REMAIN --- 41 EXISTING GARAGE DOOR HEADER MSTA24 0 32" 0. HARDI—LAP SIDING ---1/2- GYP. BD. HOUSE WRAP ___2X4 STUD 0 16" O.0 ( SPF #2 ) ZIP SHEATHING NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C, FINISH GRADE 2X4 P.T. BASE PLATE RSP4 0 32" O.C. /-- EXISTING CONIC. SLAB SECTION K -K 3/4" = 1'-0" S-1 OFFICE COPY REVISION BP# (MESO 4-06Y DATE_/ d / SIGNED W 00 U U M z Q o I M LLJ N Ur"Uj � Lo >N Of I m Q C14 �y LLOYD r J U 1 0 1 0 0 Lli 0 O J �z zwW� o ► U CL W tl J d Z z Lu rn W r O } oo M rn = MY — � Qw O Q Ln SHOWN � � I W W � (D w z W O z CL W U °° Q o z LLJ or_ . I LU ��� N O Q ry I 1 0 1 0 0 () u� z o Li ®o JOB NO. U = L� Lj w V) Q (/� SHOWN Lu � (D U W z Q /--�--n 8-�6-18 ,zlevl S Lar_.-) w U z 4 Of W Z O C-) F_ o — d It U) t� w 0 0 1 DRAWING NO. S-3 °° w ��� N O Q 1 0 1 0 0 o JOB NO. J1862 DRAWN: JWj DATE: 08-01-18 SCALE: SHOWN DRAWING NO. S-3 CD I N ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. METAL ROOF - 5/8" CDX ROOF DECK 30# FELT H2.5A NUT AND WASHER (3X3X1/8') 1X2 TRIM W/ CONT. MTL. DRIP 2X6 P.T. FASCIA 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT - NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. 7/16" OSB WALL SHEATHING HOUSE WRAP HARDI-LAP SIDING (1) #5 BAR CONT. FINISH GRADE — FIN. FLR. ELEV. 0'-0" A.F.F. 00 O I (2) #5 BARS CONT. 12 2.5 r 1/2" Gr. BD. CEILING 2-2X6 TOP PLATES (SYP #2) PLATE HT. 0 04I 6" CURB 1/2" GYP. BD. 2X6STUD 016"O.C.(SPF#2) 1/2" READED ROD, ( MIN. 6" EMBED ) SEE PLAN FOR LOCATIONS I I I I ii 2X6 P.T.BASE PLATE 4 CONC. SLAB /6 X6XW1.4XW1.4 WWF ( OR FIE ER MESH ) 41� IIII 'illl a. J • 1 6 MIL. VAPOR BARRIER TO HAVE ✓•:� MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS COMPACTED, POISONED FILL NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SECTION A -A 3 /4" = ll -011 DETACHE[D GARAGE 27'-0" FOUNDATION FLAN 1/4$1 = 1'-0" SIMPSON SPH4 --k4) 2X TOP PLATES ( SYP #2 ) — SIMPSON SPH4 0 32" O.C. II II II II II II II II II II — SEE PLAN II II SIMPSON MSTA24 II II II II II II 2XSTUDS 0 16" O.C. II II (SPF#2) II II II II II II II II II II 3 -KINGS II II 2 -JACKS II II II II 1/2 THREADED R( MIN. 8" EMBED) II II SEE PLAN FOR LOr 11ONS II II u II PA51 STRAP, WHEN WALL IS 3II II LESS THAN '-6" II II 2X P. BASE PLATE II II TOP OF CONC. I II u u "FOONG PLATE HT._ (3) FULL HT. STUDS FIN. FLR. ELEV. G Rr�GE AING HALL ELEVATION 5-5 3/4" = 1'-0" c I 0 27'-0" - 2X6 STUDS 0 16" O.C. SPF #2 18' X 8' 0 H D FLOOR FLAN 1/4$9 = 1'-0" 97'—n" ROOF FRAMING PLAN 1/4'$ = 1'-0" HURR I CANE GL I P SCHEDULE ( SIMPSON ) TRUSS UPLIFT H -CLIP STUD TO TOP PLATE STUD TO BOTT. PLATE A01 862 2-H2.5A OR 2-SDWC15600 SEE TIE ROD SEE TIE ROD ALL OTHERS MAX. 600 1-H2.5A/SDWC 15600 SEE TIE ROD SEE 11E ROD s cl CI V N 0 I CV N FICE COPY VISION BP# 4C-S&,�-00 YY DATEq/ !U / Ik SIGNED m W 00 U U M z Q o I M N 0 ^ Ld �>Nrn I zNor4) Q LL Y Ld U Ldz O LL- 1 J zwW� V) W C � !Y J 0 -J -L z J ( Z M W O 00Y 0) Q O Q Lr)I coU 7) i W 00 m W � LAJ Z (C) U O 2 CL W U Q o zWwry W Uo Q ct J I) LL- U V) W < r ® 0 Ld W W Z U coU w �-- Q 00 m � � W (C) U �.J z Q LL] U Z Q Q�Q LLl Z j O U F= a a o 0 w 0 m I '2 Ld I I � N 0 Q 0 0 o � JOB NO. J1862 DRAWN: JWJ DATE: 08-01-18 SCALE: SHOWN DRAWING NO. S-4 (2) 2X TOP PLATES ( SYP #2 ) WHERE DISTANCE BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE BETERMINED IN FIELD 3" X 3 " X 1/8" THICK WASHER W/ NUT PLATE HT.. HEADER,SEE SCHEDULE 2X STUDS 0 16" O.C. ( SPF #2 ) KINGS, SEE SCHEDULE JACKS, SEE SCHEDULE 1/2" DIA. THREADED ROD TOP OF SUBFLOOR 2X P.T. BASE PLATE 1/2" COUPLER FIN. FLR. ELEV. l'I 'll SEE ANCHORAGE SYSTEM NOTES `°J FOR ATTACHMENT TYP I GAL DOOR FRAM I N6 1'-0" L(4) 16d NAILS EA. SIDE TOP V I EA As no 2X (SPF #2), DOUBLE TOP PLATE. FASTEN TOGETHER W/ (2) ROWS OF .131 X 3" ® 12" O.C. (STAGGE 1/2" DIA. THREADED ROD A.B. W/ 1 1/2" PLATE WASHER OR FULL HT. THREADED ROD ANCHOR TOP PLATE BUTT JOINT P.T. (SYP #2) BASE PLATE - 1'-0" 6" MIN. (MAX) - -�� -- PLATE 5REAK =7ETA I L 3/8" = 1'-0" 1j" N i 1 ROW OF 10d NAILS 1 ROW OF 10d NAILS 0 6" O.C. STAGGERED 0 6" O.C. STAGGERED SEE NOTE 1 SEE NOTE 1 • • 3 ROWS OF 10d NAILS 0 8" O.C. STAGGERED • SEE NOTE 1 :2X4 2X6 2; #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF C MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER P( 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS 0 4" O.C. ATTACHMENT OF MULTY-PLY ME1 1/2" = 1'-0" WHERE DISTANCE BETWEEN TIE -RODS HEADER BEAM EXCEED MAX. SPACING INSTALL (1) SIMPSON 2X4 ( JACK) STUDS MSTA STRAP AT MID POINT, LENGTH TO BE (2) 2X8 #2 SYP (2) 2X TOP PLATES BETERMINED IN FIELD 1 ( SYP #2) Y X 3" X 1/8' THICK WASHER W NUT (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH PLATE HT.. 1 II II HEADER,SEE SCHEDULE it u (2) 2X10 #2 SYP W/ 1/2- PLYWD. FLITCH II II II u II 2X STUDS 0 16" O.C. 1 ° ( SPF #2 ) II II (2) 2X12 #2 SYP W/ 1/2' PLYWD. FLITCH KINGS, SEE SCHEDULE II II II II 2 II II JACKS, SEE SCHEDULE II II (2) 2X12 #2 SYP W/ 1/2- PLYWD. FLITCH II II 1/2" DIA. THREADED ROD 2 2X FRAMING TOP OF SUBFLOOR BY ANALYSIS 2X P.T. BASE PLATE 2 ii COUPLER II II BY ANALYSIS N fill 1 11 11 1 FIN. FLR. ELEV. 2 III IIII h °I SEE ANCHORAGE SYSTEM NOTES u u FOR ATTACHMENT TYP I GAL AI N=7OYN FRAM I N6 3/8" = 1'-0" 'I WHERE DISTANCE BETWEEN TIE -RODS SECOND FLOOR CONDITION i, EXCEED MAX. SPACING INSTALL (1) SIMPSON SECURE TIE -ROD FROM ABOVE MSTA STRAPAT MID POINT, LENGTH TO BE TO BEAM VIA (1) HTT4 ii BETERMINED IN FIELD W/ (12) 16d NAILS II WOOD TIE -ROD THRU CENTER OF BEAM W/ 3X3X1/8" WASHER AND NUT II Lj II II II II II BEAM SECURED VIA WOOD -TIE ROD II AND (1) HTT16 W/ (18) 16d NAILS II WOOD BEAM II MAY BE ROTATED 180' TO II II I� CONCEAL FLANGE II AOOs7 TIE -SEAM DONNE TION 3/8" = 1'-0" SYP 2X8 0' 1 1/8- , /8" , ETC. 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C. PLY BEAM MULTI -PLY LVL BM 1 1/21$ = 1'-0" HEA17ER SPAN TA5LE ANV STU17S HEADER BEAM WINDOW / DOOR MAX. OPENING 2X4 ( JACK) STUDS 2X4 ( KING ) FULL HT. STUDS (2) 2X8 #2 SYP S-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 4'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2- PLYWD. FLITCH 5'-0" 1 2 (2) 2X12 #2 SYP W/ 1/2' PLYWD. FLITCH 6'-0" 2 2 (2) 2X12 #2 SYP W/ 1/2- PLYWD. FLITCH 7'-0" 2 2 BY ANALYSIS 10'-0" 2 3 BY ANALYSIS 16'-0" 2 3 REGOMEN17EP STUP SIZE ANP SPAG I N6 UNINTERUPTED STUD HT. STUD SIZE SPACING GRADE 8'-0" THRU 9'-10" 2X4 16" O.C. SYP #2 OR SPF #2 10'-0" THRU 14'-0" 2X6 16" O.C. SYP #2 OR SPF #2 14'-1" THRU 18'-6" 2X8 16" O.C. SYP #2 OR SPF #2 19'-0" X 22'-0" 2X8 / 2X10 16" O.C. SYP #2 OR SPF #2 2 PLY BEAM 2X10 OR 2X12 N 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. AO0i7 FLITCH 5M 1 1/211 = 1 ' - 0" 6ARA6E POOR AINP LOAF NOTES NOMINAL ( ASD ) GARAGE DOOR WIND LOADS ( PSF) TABLE R301.2(4) DOOR SIZE NOM. WIND SPEED (ULT.) EXPOSURE B 20 - EXPOSURE C EXPOSURE D 9'W.7'H. 101 mph (130mph ) 16. -18.2 - 40.2 19.5-22.0 23.6-26.7 16'W.7'H. 101 mph (130mph ) 15.5-17.2 + 41.0 - 18.7-20.8 22.8-25.3 AINP LOAF NOTES CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 ULTIMATE DESIGN WIND SPEED Vult.: 130 MPH BUILDING RISK CATEGORY: II WIND IMPORTANCE FACTOR: 1 = 1.0 WIND EXPOSURE: C ENCLOSURE: ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT: GCpi = + .18 OR - .18 WIND PRESSURE TO COMPONENTS AND CLADDING: ( MEAN ROOF HT. 25' ) END ZONE = 6' WALL ZONE AREAS (SF) WINr) I OAr)S ( PSF 1 NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 TIE ROD ANCHORING, SYSTEM 1. THREADED ROD: POSITIVE SUCTION INTERIOR 10 + 41.0 - 44.5 20 - - + 39.1 - --- - 42.6 50 + 36.7 - - 40.2 100 - - + 34.9 - - 38.3 END ZONE 10 + 41.0 - - 54.9 20 - - + 39.1 - 51.3 50 - - + 36.7 --- - 46.3 100 + 34.9 - 42.6 NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 TIE ROD ANCHORING, SYSTEM 1. THREADED ROD: 3. INTERIOR WALLS: 2" DIAMETER A307 CONTINUOUS SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDATION AND PLACED STIFFENING SHEATHING VERTICALLY THROUGH THE DOUBLE #2 SYP TOP PLATE 4. TIE ROD SPACING: WHERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS - 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : ROD 0 5'-0" O.C. EXTERIOR ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD SHALL BE EMBEDDED NOT LESS THAN 8" INTO MIN. 3,000 PSI CONCRETE WITH SIMPSON AT TW? -PART ACRYLIC EPDXY OR EQUAL. A 22" EDGE DISTANCE SHALL BE MAINTAINED. THE NUT SHALL BE TIGHTENED TO +/- 25 POUND -FEET OF TORQUE. FOR TWO STORY WALLS, A COUPLER SHALL BE USED TO JOIN TWO PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. GENERAL STRUCTURAL NOTES 1. CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 AMERICAN CONCRETE INSTITUTE 2. LIVE LOADS: ROOF: - 20 PSF 3. WIND LOADS: SEE WINDLOAD NOTES 4. ALLOWABLE SOIL BEARING: -- 2500 PSF ( ASSUMED ) 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) CONTRACTOR SHALL SUBMIT DENSITY TEST REPORT TO OWNER OR ENGINEER 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) ---- 3,000 PSI REINFORCING BAR - -- ASTM A615, GR 60 WELDED WIRE FABRIC -- ASTM A185 ANCHOR BOLTS ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST ---#2 SYP WOOD MEMBERS FOR FOR STUDS ------#2 SPF OR BETTER MICROLLAM - -- - - -- 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS --- - 3,000 PSI SLAB ON GRADE---------------- 3,000 PSI ALL OTHER CONCRETE---------- - 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE--- - - - 50 BAR DIAMETERS WITH WIRE TIES MASONRY - 48 BAR DIAMETERS WITH WIRE TIES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH 3" SLAB ON GRADE CENTERED EXPOSED TO EARTH OR WEATHER: #6 THRU #11 BARS 2" #5 AND SMALLER- -1 1/2" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. BU I L17 I N6 COPE SUMMARY - JURISDICTION: ATLANTIC BEACH, FLORIDA -BUILDING CODES: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - RESIDENTIAL AND ASCE-7-10 ELECTRICAL: NFPA 70 - 2014 NATIONAL ELECTRIC CODE PLUMBING: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - PLUMBING MECHANICAL: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - MECHANICAL GAS CODE: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - FUEL -GAS FIRE AND LIFE SAFETY- FLORIDA FIRE PREVENTION CODE 6TH EDITION ACESSIBILITY: FBC 2017 ACESSIBILITY ( FBCA ) ENERGY CONSERVATION: FLORIDA BUILDING CODE 6TH EDITION ( 2017) - ENERGY CONSERVATION - BUILDING DESCRIPTION: SINGLE FAMILY RESIDENCE OCCUPANCY LOAD: 1 OCCUPANT FOR EVERY 200 SQ. FT. USE AND OCCUPANCY CLASSIFICATION: GROUP "R-3" RESIDENTIAL CONSTRUCTION CONSTRUCTION CLASSIFIATION: TYPE VB LEVEL 2 CHAPTER 3 301.1.2 WORK AREA COMPLIANCE METHOD. REPAIRS, ALTERATIONS, ADDITIONS, CHANGES IN OCCUPANCY AND RELOCATED BUILDINGS COMPLYING WITH THE APPLICABLE REQUIREMENTS OF CHAPTERS 5 THROUGH 13 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. OFFICE COPY REVISION BP# P -M/ oo 5(9' DATE _/ 1 d / SIGNED YV ••' CEN' •. z ' -31 • i�ii���c S TE •a as'� RI .l �`• ,s�QNA L tEtNG��',�,•,� r- t to o I z M N 1 >N a) zNo� LLOYLi D U W vg0% O J LZ zwW� r a- of J v Q- t z_j z0) OT r W 00Y �QOQ u7 7 1 L1__I rn W z z 0 CL W Q UI o z O w ry LJ z o C) U) � W _j o w Q w W w cn Q 00 m LL � n,o' W V) z J Q 1 (��11tS�1j Q Dz U) O oLL_ a o _ U U c� m z w o � J D m w N O Q 0 0 0 0 o � JOB NO. J1862 DRAWN: JWJ DATE: 08-01-18 SCALE: SHOWN DRAWING NO. �Ls 5j) s co 2X6 STUDS 0 16" O.0 I ,] Y UL �,� .•• �,�C E NSA., �(` -., r 3127 Y• .r R I 7�NAL Z O d ~ L d U V) W 0 z 00 • U U') M z W i M -- N 0W t0 r- > N O 0)z Q N oM � z L_L_ P7 V J J U W z - Q c) zQWry Li 0� J W�> zw0LL 0 o 0�r� W J Nt (J� 0 J � Z W r W 0 ooY rn ry .-' —� Q O UQ U-) W � � I Nt W U 0 rn W �-- \ 00 m Li z 0 ry7 Z O d ~ L d U V) W 0 z m T W n U o Q W z U c Q c) zQWry W�> 0 o 0�r� 0 (J� 0 U) W W z Q ry .-' 0 JOB NO. W w = W U (f)Q 08-01-18 �-- \ 00 m C ry7 W z Q Q z 0 1 Z O d ~ L d U V) W 0 DRAWING NO. S-1 m T W o Q c O 0 O W JOB NO. J1862 DRAWN: JIM DATE: 08-01-18 SCALE: SHOWN DRAWING NO. S-1 2X6 STUDS 0 16 a co i 1/2" THREAD D 0 48° O.C. MO. 2X6 ROOF FRAM I N6 PLAN 1/4" = 1'-0" W a Uz z Q o I d — ON W � w Lo cD > N I v zN ry o� 0 LLOYc o U � 0 � W O J Q �z zwW� 0 0 CD LA w% ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. ARCHITECTURAL SHINGLES PEEL AND STICK UNDERLAYMENT 7/16" OSB ROOF DECK NUT AND WASHER ( 3X3X1/8") H2.5A EA. RAFTER 1X2 TRIM W/ CONT. MTL. DRIP-----\ 2X6 P.T. FASCIA 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT - 1X6 FRIEZE 1'-0" HARDI-LAP SIDING HOUSE WRAP ZIP SHEATHING NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. FINISH GRADE 4X4 P.T. POST 2X8 RAFTERS 0 2'-0" O.C. FINISH GRADE 2 X6 C.J. 0 2'-0" O.C. 3/8" CDX P YWOOD CEILING 2-2X6 TOP PLATES (SYP 2) 1/2" GYP. BD. 2X6 STUD 0 16" O.0 ( Sl #2) _ 1/2" THREADED ROD, ( MI. 8" EMBED) o SEE PLAN FOR LOCATIONS 2X6 P.T. BASE PLATE ii 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF (� ( OR FIBER NIESH ) uJ 6 MIL. VAPOR BARRIER TO HAVE 44 ' •e 1 MIN. 6" I.AP JOINTS, TAPE AND -SEAL ALI. JOINTS AND PENETRATIONS (2) #5 BARS CONT. \\\--COMPACTED, POISONED FILL NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE' ON REBAR 5EGTION A -A 3/4" = 1'-0" S-1 ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. ARCHITECTURAL SHINGLES PEEL AND STICK UNDERLAYMENT 7/16" OSB ROOF DECK NUT AND WASHER ( 3X3X1/8") H2.5A EA. RAFTER 1X2 TRIM W/ CONT. MTL. DRIP i 2X6 P.T. FASCIA 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT - 1X6 FRIEZE 2X8 RAFTERS 0 2'-0" O.C. �— 2X6 C.J. 0 2'-0" O.C. 3/8" CDX PL OOD CEILING \--(5) 10d NAILS 2-2X6 TOP PLATES (SYP 2) (2) 1 3/4" X 11 7/8" LVL SECTION 5-5 3/4" = 1'-0" S-1 S-2 RILL AND EPDXY (1) 5/8" DIA. X 10" THREADED ROD W/ 1" DIA. WASHER MIN. 6" EMBED ) MPSON ABU44 POST ANCHOR ol 3" �=••"r„s'� ]l 6 MIL. VAPOR BARRIER TO HAVE 1 MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS (3) #5 BARS E.W. \--COMPACTED, POISONED FILL 2'-0" X 2'-0" --- NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2, MAINTAIN 3" COVERAGE ON REBAR SECTION G -G 3/4" — 1'-0" 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF ( OR FIBER MESH ) 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS #5 BAR CPNT. a ° a --EXISTING 2X4 STUD WALL TO REMAIN DRILL INTO EXISTNG FOUND. AND EPDXY #5 X 16" DOWEL 0 48" O.C. ( MIN. 6" EMBED ) EXISTING CONC. SLAB TO REMAIN 1 1 ow COMPACTED, POISONED O / FILL 51!(�TION M -M 3/4" = 1'-0" S-1 4" CONC. SLAB FINISH GRADE W/ 6 X 6 X W 1.4 X W 1.4 WWF ( OR FIBER MESH ) r� t0 a� I 1 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS (2) #5 BARS CONT. \\--COMPACTED, POISONED FILL 1' -On NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SEGTIGN E -E 3/4" = 1'-10" S-1 S-4 CONC. SLAB 1/8" X 1" SAWCUT ------------------ - - - - - - - - - - - - --- SE-GT16N f= -f= 3" = 1'-0" S-1 S-4 7/16" OSB ROOF DECK x c ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. ZZ FIELD: 8d RING SHANK 0 6" O.C. N RAFTER BEARING HT. r ---EXISTING ROOF DECK 2X10 ( SYP #2) NAILER, FASTEN TO EXISTING ROOF DECK W/ (2) #10 X 3 1/2" DECK SCREW W/ 1" DIA. WASHER, ATTACH TO EACH EXISTING RAFTER EXISTING ROOF FRAMING TO REMAIN -2X10 RIDGE BEAM ( SYP #2 ) -(1) SIMPSON A35 CLIP EA. SIDE OF RIDGE, TYP. EA. RAFTER, W/ (12) 8d COMMON NAILS �— OVERFRAME W/ 2X8 (SYP #2 ) RAFTERS 0 24" O.0 2X6 COLLAR TIES 0 24" O.C. W/ (8) 10d COMMON NAILS EACH END NOTE: COLLAR TIE TO BE LOCATED NO HIGHER THAN 2/3 THE TOTAL HT. OF THE RAFTER SECTION Cv-G 3/4" = 1'-0" S-2 OVERFRAME W/ 2X8 (SYP #2 ) RAFTERS 0 2i" O.C. W/ 2X6 (SYP #2 ) COLLAR TIES 0 24" O.C. W/ (8) 10d COMMON NAILS EACH END 1- SIMPSON A35 CLIP W/ (12) 8d COMMON NAILS EACH RAFTER LOCATION ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. \ FIELD: 8d RING SHANK 0 E" O.C. SECT I Oil H -H 3/4" = 1'-0" S-2 OVERFRAME W/ 2X8 (SYP #2 ) RAFTERS 0 24" O.C. W/ 2X6 (SYP #2 ) COLLAR TIES 0 24" O.C. W/ (8) 10d COMMON NAILS EACH END 7/16" OSB ROOF DECK 1 ROW 8d RING SHANK / NAILS 0 3" O.C� EXISTING ROOF FRAMING TO REMAIN EXISTING ROOF DECK -2X10 ( SYP #2) NAILER. FASTEN TO EXISTING ROOF DECK W/ (2) #10 X 3 1/2" DECK SCREW W/ 1" DIA. WASHER, ATTACH TO EACH EXISTING RAFTER 1- SIMPSON A35 CLIP W/ (12) 8d COMMON NAILS EACH RAFTER LOCA11011 ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. SECTION J -J 3/4" = 1'-0" S-2 EXISTING ROOF FRAMING 12 TO REMAIN 4 EXISTING GARAGE DOOR HEADER MSTA24 0 32" 0. MARDI -LAP SIDING 1/2" GYP. BD. HOUSE WRAP 2X4 STUD 0 16" O.0 ( SPF #2 ) ZIP SHEATHING NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. I I FINISH GRADE 2X4 P.T. BASE PLATE RSP4 0 32" O.C. f --EXISTING CONC. SLAB 5ECTION K -K 3/4" = 1'-0" S-1 W 00 • U U L M z Q o I Nt M wOf N L.LJ � >! I m zNopo L J� cf) 0 Li U LiJ c; z g Fy 11 Lli " O J all ;r! zwW� CD a -J >_J't 0 Q z7 LLJ r W O �ro U Y = � w << Q � � I W 0) Li 00 m w z W U Q o z wOf L.LJ 0 C) V) LTJ 0 Q U Q = LTJ V)LLJ Q 00 m � � U W z i - w o Q 0 o 0 JOB NO. J1862 DRAWN: JWJ DATE: 08-01-18 SCALE: SHOWN DRAWING NO. S 3 " C) I N ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4` O.C. FIELD: 8d RING SHANK 0 6" O.C. METAL ROOF 5/8" CDX ROOF DECK H2.5A 30# FELT NUT AND WASHER (3X3X1/8") 1X2 TRIM W/ CONT. MTL. DRIP 2X6 P.T. FASCIA I I I I 12 2.51 1/2" GYP. BD. CEILING 2X4 LOOKOUTS 0 2'-0" O.C. 2-2X6 TOP PLATES (SYP #2) 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT II 7/16" OSB WALL SHEATHING — HOUSE WRAP HARDI-LAP SIDING A N: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. (1) #5 BAR CONT. - FINISH GRADE FIN. FLR. ELEV. 0'-0" A.F.F. '0J io I (2) #5) BARS PLATE HT. 0 I CV 6" CURB 1/2" 'YP. BD. 2X6 TUD 0 16" O.C. ( SPF #2 ) 1/2" -HREADED ROD, ( MIN. 6" EMBED j SEE AN FOR LOCATIONS II I I I ii 2X6 P.T.BASE PLATE II 4 CONC. SLAB �W/6 X6XW1.4XW1.4 WWF ( OR FI ER MESH) IIIA a �'— I�IL. 6 MIL. VAPOR BARRIER TO HAVE ✓• MIN. 6" LAP JOINTS, TAPE AND ` SEAL ALL JOINTS AND PENETRATIONS COMPACTED, POIS014ED FILL-- SECTION ILL -- ','_Q• NOTE: 1. BOTTOM OF FOOTING TO B MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE 0 ' REBAR SECTIOil A -A 3/4p) = 1 ' — O" DETACH D GARAGE 27'-0" 18'-0" 27'-O" P0UNr;,ATl0N PLAN 1/4" = 1'-0" SIMPSON SPH4 — (2) 2X TOP PLATES ( SYP #2 ) — SIMPSON SPH4 0 32" O.C. r. II II II II II II II !I II li II II SEE PLAN II II SIMPSON MSTA24 II II 2 4 STUDS 0 16„ O.C. II II ( PF #2 II II II it 3 -KINGS II 2 -JACKS II I' II 1/2 THREADED ROD, ( MIN. 8” EMBED ) SEE PLAN FCR LO ATIONS II II II II II PA51 STRAP, WHEN WALL IS 3II LESS THAN '-6" II II 2X P.T. BASE PLATE II II TOP OF CONC. FIN. FLR. ELEV. u u FOOTING v I GARAGE AIN6 AALL ELEVATION 5-5 PLATE HT.. (3) FULL HT. STUDS 3/4„ = 1,-0„ ■ b I (V N I c) I N X LL - CD N 0 n 27'-0" 2X6 STUDS 0 16 ( SPF #2 ) 18'X8'OHD 27'-0" FLOOR PLAN 1/411 = 1'-0" 97'-n, ROOF FRAM I N6 FLAN 1/41' = 11-01$ HURRICANE CLIP SCHEVULE ( SIMPSON ) TRUSS UPLIFT H -CLIP STUD TO TOP PLATE STUD TO BOTT. PLATE A01 862 2-H2.5A OR 2-SDWC15600 SEE TIE ROD SEE TIE ROD ALL OTHERS I MAX. 600 1-1-12.5A/SDWC 15600 SEE TIE ROC SEE 11E ROD C) I N 0 I N GE 41 •• • 3 . S S� �pNAL',/',''''rrrhrrrrtrnr rre nUs�r!`',.•; le W 00 • U U Lo M z Q o I M � N �cD O Lu > N I � M zNwN �o L..f� Y J U W O �g0 LL- Q 1 J z LL Lj �_l__) r ^ V 0- ryJ a J It z�C)Z� 0 W O .OF � U)MY I W = (1) O Q Ln %- � � I W DATE: W SCALE: SHOWN I _J C0Cy W Z le W U Q o zW � � W U -O Q J 0 LL- Q CD U7 E- �_l__) Q 0 0 W W = (1) Q U %- Q00 DRAWN: m DATE: 08-01-18 SCALE: SHOWN W C0Cy U W z Q z O a- ~ L a U w 0 IJ.I I Q 0 o JOB NO. J1862 DRAWN: JWJ DATE: 08-01-18 SCALE: SHOWN DRAWING NO. S 4 (2) 2X TOP PLATES (SYP #2) WHERE DISTANCE BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE BETERMINED IN FIELD F 3' » 1/8- THICK WASHER W 1 / NUT PLATE HT.. HEADER,SEE SCHEDULE 2X STUDS ® 16" O.C. ( SPF #2 ) KINGS, SEE SCHEDULE JACKS, SEE SCHEDULE 1/2" DIA. THREADED ROD TOP OF SUBFLOOR 2X P.T. BASE PLATE 1/2" COUPLER FIN. FLR. ELEV. Jilliih SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT TYP I GAL DOOR SRAM I NG 3/8" = 1'-0" 4'-0" (4) 16d NAILS EA. SIDE TOP V I EYE 2X (SPF #2), DOUBLE TOP PLATE. FASTEN TOGETHER W/ (2) ROWS OF .131 X 3" 0 12" O.C. (STAGGERED) 1/2" DIA. THREADED ROD A.B. W/ 1 1/2" PLATE WASHER OR FULL HT. THREADED ROD ANCHOR TOP PLATE BUTT JOINT u u P.T. (SYR #2) 1'-0" 6" MIN. BASE PLATE (MAX) PLATE BREAK PETAL L 3/8" = 1'-0" (2) 2X TOP PLATES (SYP #2) WHERE DISTANCE BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE BETERMINED IN FIELD 3" X 3 " X 1/8" THICK WASHER W/ NUT PLATE HT.. u HEADER,SEE SCHEDULE u u 2X STUDS ® 16" O.C. SPF #2 ) u u KINGS; SEE SCHEDULE JACKS, SEE SCHEDULE DIA. THREADED ROD 2X FRAMING TOP OF SUBFLOOR 2X P.T. BASE PI -ATE 1 /2" COUPLER I 11 a 1111 11 11 / I UI ii l I j FIN. FLR. ELEV. 1 , 11; SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT TYPICAL AINPOA FRAMING 3/8" - 1'-0" &A"&r= DOOR AINil LOAM NOTES 2X4 ( JACK) STUDS NOMINAL ( ASD ) GARAGE DOOR WIND LOADS ( PSF ) TABLE R301.2(4) (2) 2X8 #2 SYP DOOR SIZE NOM. WIND SPEED (ULT.) EXPOSURE B 2 EXPOSURE C EXP SURE D 9' W. 7' H. 101 mph (130 mph ) 16.1 - i8.2 5'-0" 19.5 - 22.0 23. - 26.7 16' W. 7' H. 101 mph (130 mph ) 15.5 - 17.2 2 18.7 - 20.8 22. - 25.3 SECOND FLOOR CONOITON SECURE TE -ROD FROM ABOVE TO BEAM VIA (1) HTT4 W/ (12) 16d NAILS WOOD TE -ROD THRU CENTER OF BEAM W/ 3X3X1/8" WASHER AND NUTS ii WHERE DISTANCE BETWEEN TE -RODS ii EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE u u BETERMINED IN FIELD u u EAM SECURED VIA WOOD -TE ROD II ND (1) HTT16 W/ (18) 16d NAILS II F BE ROTATED 180° TO WOOD BEAM CONCEAL FLANGE A001;) TIE-5r:AM CONNEGTI ON 3/8" = 1'-0" 2 ROWS 16d COMMON WIRE NAILS ® 12" O.C. HEAMER SPAN TABLE ANP STUDS HEADER BEAM WINDOW / DOOR MAX. OPENING 2X4 ( JACK) STUDS 2X4 ( KING ) FULL HT. STUDS (2) 2X8 #2 SYP 3'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 4'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2- PLYWD. FLITCH 5'-0" 1 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 6'-0" 2 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 7'-0" 2 2 BY ANALYSIS 10'-0" 2 3 BY ANALYSIS 16'-0" ------------ 2 3 REGOMENVEV STUP SIZE ANP SPAC I NIS UNINTERUPTED STUD HT. STUD SIZE SPACING GRADE 8'-0" THRU 9"-10" 2X4 16" O.C. SYP #2 OR SPF #2 10'-0" THRU 14'-0" 2X6 16" O.C. SYP #2 OR SPF #2 14'-1" THRU 18'-6" 2X8 16" O.C. SYP #2 OR SPF #2 19'-0" X 22'-0" 2X8 / 2X10 16" O.C. SYP #2 OR SPF #2 2 PLY BEAM 2 PLY BEAM2X10 OR 2X12 N 2 ROWS 16d COMMON WIRE NAILS 0 12" U.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. MULTI-PL)00" LVL 5M 1 1/2)) = 1'-0" A0017 1=LITGH 5M 1 1/2" = 1'-0" AI NP LOAM NOTES CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 ULTIMATE DESIGN WIND SPEED Vult.: 130 MPH BUILDING RISK CATEGORY: II WIND IMPORTANCE FACTOR: 1 = 1.0 WIND EXPOSURE: C ENCLOSURE: ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT: GCpi = + .18 OR - .18 WIND PRESSURE TO COMPONENTS AND CLADDING: ( MEAN ROOF HT. 25' ) END ZONE = 6' WALL ZONE AREAS (SF) WIND I OADS ( PSF 1 14" 1 ROW OF 10d NAILS ® 6" O.C. STAGGERE[ SEE NOTE 1 1j" TIE ROD f4NGHORiN6 SYSTEM 1. THREADED ROD: POSITIVE SUCTION INTERIOR 10 + 41.0 - 44.5 20 - + 39.1 - - 42.6 50 - + 36.7 - - - - 40.2 100 -- - - -- + 34.9 --- - 38.3 END ZONE 10 - -- ----- + 41.0 --- - 54.9 20 - -- -- + 39.1 - - 51.3 50 -- - + 36.7 --- - 46.3 100 -- + 34.9 - - - 42.6 NOTE: SIMPSON AT TW? -PART ACRYLIC EPDXY zwW� AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 14" 1 ROW OF 10d NAILS ® 6" O.C. STAGGERE[ SEE NOTE 1 1j" TIE ROD f4NGHORiN6 SYSTEM 1. THREADED ROD: 3. INTERIOR WALLS: 2" DIAMETER A307 CONTINUOUS SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 I_BS. FROM 535 LBS UNLESS CONCRETE FOUNDATION AND PLACED STIFFENING SHEATHING VERTICALLY THROUGH N THE DOUBLE #2 SYP TOP PLATE 4, TIE ROD SPACING: WHERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT U IBS - 1,000 LBS ------ ROD @ 4'-0" D.C. INTERIOR 2. EXTERIOR WALLS : ROD ® 5'-0" O.C. EXTERIOR ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD SHALL BE EMBEDDED NOT LESS THAN 8" LiLLJ INTO MIN. 3,000 PSI CONCRETE WITH SIMPSON AT TW? -PART ACRYLIC EPDXY zwW� OR EQUAL. A 22" EDGE DISTANCE SHALL BE MAINTAINED. THE NUT SHALL BE V TIGHTENED TO +/- 25 POUND -FEET OF 't TORQUE. FOR TWO STORY WALLS, A zJ�Za) COUPLER SHALL BE USED TO JOAN TWO PIECES OF ROD TOGETHER TO CREATE A O 00Y CONTINUOUS PATH FROM TGP PLATE TO FOUNDATION. 1 ROW OF 10d NAILS ® 6" O.C. STAGGERED SEE NOTE 1 3 ROWS OF 10d NAILS ® 8" O.C. STAGGERED SEE NOTE 1 - cSENERAL STRUCTURAL NOTES 1. CODES: FLORIDA BUILDING CODE 2017 AND ASCE-7-10 AMERICAN CONCRETE INST [UTE 2. LIVE LOADS: ROOF: -- -- - -- - 20 PSF 3. WIND LOADS: SEE WINDLOAD NOTES 4. ALLOWABLE SOIL BEARING: - 2500 PSF ( ASSUMED ) 5. SOIL COMPACTION: SOIL UNDER, SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) CONTRACTOR SHALL SUBMIT DENSITY TEST REPORT TO OWNER OR ENGINEER 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI REINFORCING BAR ______ASTM A615, GR 60 WELDED WIRE FABRIC - - ASTM A185 ANCHOR BOLTS - - ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST #2 SYP WOOD MEMBERS FOR FOR STUDS --#2 SPF OR BETTER MICROLLAM - 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS - - 3,000 PSI SLAB ON GRADE--------------- 3,000 PSI ALL OTHER CONCRETE----------- - 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE ------------ 50 BAR DIAMETERS WITH WIRE TES MASONRY - ---- ---- - -- 48 BAR DIAMETERS WITH WIRE TES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH -- -- 3" SLAB ON GRADE --- -- --CENTERED EXPOSED TO EARTH OR WEATHER: #6 THRU #11 BARS----2- #5 ARS 2"#5 AND SMALLER ---1 1/2" A!.L REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETA!LS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. 2X4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS ® 4" O.C. TTAGHMr=NT Or- MULTY-PLY MEMBERS 1 1/21) = 1'-0" (40 00 U� u7 z Q o I to M N N 0�>N 2X4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS ® 4" O.C. TTAGHMr=NT Or- MULTY-PLY MEMBERS 1 1/21) = 1'-0" 16 W (40 00 U� u7 z Q o I to M _ N 0�>N z I rn zNoN NN- L_L _ 17 Y J Li U � 0 Z r n V J LiLLJ O J zwW� � o FF V Ld D_ � J a J 't zJ�Za) r W O 00Y cry Q _D twQ O Q u7 � � I LLJ U O rn Li LSI C/ Z z z 16 W (40 U� Q o z0wof- LTJ z o � r n V J U) � o �W LL � - QLu W LLQ cry Q Li (� 00 m U v LSI C/ Z J Q z 0 10- a U V) w 0 0D Li 0 W co Q 0 o CD JOB NO. J1862 DRAWN: JWJ DATE: 08-01-18 SCALE: SHOWN DRAWING NO. S-5 PERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS: LOT 11,915 S.F. IMPERVIOUS INCLUDES.- EXISTING NCLUDES:EXISTING HOME, DRIVE, WALKS,PADS. 5,212 S.F. TOTAL IMPERVIOUS 5,212 S.F. = .44 % DESCRIPTION AREA LOT AREA I - - 0 0 N 6°14'41" N 6016'10" AREA (SQ. FT.) (SQ. FT.) "C"VVtd PREDEVELOPMENT "C" IMPERVIOUS 5,212 11,915 1.00 11,915 s.f. 0.44 PERVIOUS 6,703 11,915 0.20 I o o 0.11 RUNOFF CO. (C) = R. L. 0.55 PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,915 S.F. x 9.3 in. / 12 in. / ft V = 5,078 cu. ft. POST DEVELOPMENT AREAS: LOT 11,915 S.F. BUILDING AREA 3,218 S.F. DETACHED GARAGE 594 S.F. DRIVEWAY, POOL TERRACE, WALKWAY, PADS: 2,131 S.F. TOTAL IMPERVIOUS 5,943 S.F. = .50 % DESCRIPTION AREA LOT AREA I - - 0 0 N 6°14'41" N 6016'10" AREA (SQ. FT.) (SQ. FT.) "C11 PREDEVELOPMENT td "C" IMPERVIOUS 5,943 11,915 1.00 11,915 s.f. 0.50 PERVIOUS 5,972 11,915 0.20 I o o 0.10 RUNOFF CO. (C) = R. L. 0.60 POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 11,915 S.F. x 9.3 in. / 12 in. / ft V = 5,540 cu. ft. DELTA VOLUME = 5,540 - 5,078 = 462 cu. ft. STORMWATER STORAGE REQUIREMENTS I I - - 0 0 N 6°14'41" N 6016'10" AREA % IMPERVIOUS RUN FF VOLUME PREDEVELOPMENT 11,915 s.f. 44% 5,078 cu. ft. POST DEVELOPMENT 11,915 s.f. 50% 5,540 cu. ft. `: ;• ' # `:� I o o SURVEY SHALL BE ON THE SITE FOR STORAGE VOLUME REQUIRED: R. L. J 1 . 462 cu. ft. STORAGE VOLUME PROVIDED: THE BUILDING INSPECTORS PRIOR CD 504 cu. ft. PERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. O EXISTING FLOOR PLAN I I - - 0 0 N 6°14'41" N 6016'10" W 85.00' (M) NEW ONE W 85.00' (P) STORY GARAGE * A FOUNDATION SURVEY SHALL BE A2 PROPOSED ELEVATIONS A3 1 A4 • 'de j a ��-�'. p p PERFORMED AND A COPY OF THE A/C PAD: (CONCRETE) 34 S.F. TOTAL IMPERVIOUS: b `: ;• ' # `:� I o o SURVEY SHALL BE ON THE SITE FOR 5' B. ----------- R. L. J 1 . • z THE BUILDING INSPECTORS PRIOR CD I IJALE eW -- --- 58, m TO FRAMING INSPECTION OR ALL "' `-V I • w °• ` J�. • PROPERTY MARKERS SHALL BE 0 114- �! i I • • _ °' EXPOSED AND A STRING STRETCHED N til �, 00 00 I 1 m, ONE STORY 4c ..: �.' d.. Sk 20' B.R.L. ,� U) • 1 \ HOME • . ; • ,: `A�, <.' VERIFY REQUIRED SETBACKS. NO ------------------ ---------------------- ------------3r----- -- -- UNDERGROUND OR OVERHEAD ..{� --- - -- -- I I , , .41 d' WORK. I I I zl F--1----- Y________ I ' -- d a ---------------------� NEW • NEW I PAVER -------------- ---------- - WALKWAY T I I EXISTING c POOL i I '• I • ' • `P 4. d-4. I . • : 41 NEW I I 1 .• �E a.�_ ' . Q . .: .• •� <: I•. PERVIOUS a • ..: ; ; 1 '. 1-4 PAVER I I • •: Al 4. I TERRACE d . •' a,, 1° d N I I I I I � I I 1 _ __ _ I •' ad I NEW ONE I I \�,C I • d STORY PORCH ADDITION I 4. I ^^ I I I I I I •e d. � .a • O I yyII��'� I� PUMIP , ,•. a..J. d ° r o 3'6' x 7, ' •!� �- � I • •a PERRYE RESIDENCE 1648 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS: GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. O EXISTING FLOOR PLAN I I - - 0 0 ° •= a I• • e CO CO I * A FOUNDATION SURVEY SHALL BE A2 PROPOSED ELEVATIONS A3 1 A4 • 'de j a ��-�'. p p PERFORMED AND A COPY OF THE A/C PAD: (CONCRETE) 34 S.F. TOTAL IMPERVIOUS: b `: ;• ' # `:� I o o SURVEY SHALL BE ON THE SITE FOR ' • z THE BUILDING INSPECTORS PRIOR CD I `I a I TO FRAMING INSPECTION OR ALL "' `-V I EXISTING - °• ` J�. PROPERTY MARKERS SHALL BE 0 114- �! i eil �'. I EXPOSED AND A STRING STRETCHED 00 00 I 1 m, ONE STORY 4c ..: �.' d.. Sk FROM MARKER TO MARKER TO C/) U) i En HOME • . ; • ,: `A�, <.' VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD SALT N'QkCtUTILITIES IN VICINITY OF PROPOSED I , , .41 d' WORK. F--1----- Y________ �. --------- ------ 30' B. L. -- d a ---------------------� NEW • NEW I PAVER -------------- ---------- - WALKWAY : 'd a : . ' . . CONCRETE DRIVEWAY ®® d.t I----- -------------------------------------------------------- b 4 A EXISTING DRIVEWAY IDO�µQSTL'n. a° •' AND WALKWAYS • .0 0-A co, -' TO BE REMOVED I PROPOSED STORAGE AREA: I ----------------- -- ------ 1 1 _ 1 LI _ _ _ -----J = 14'x 60'= 840 S.F. x 2 DEPTH • u FILTRATION 1 i S 6°16'10" E 85.00' (P) yd° 1680 CU. FT. x 30% = 504 CU. FT. I I S601Oil 8"E85.13'(M) d '.d • TOTAL STORAGE = 504 CU. FT. 1 arch i��c�ur� s i� �n �Pi SCALE: 1" = 10'-0" SHEET INDEX SP1 SITE PLAN EX1 EXISTING FLOOR PLAN EX2 EXISTING ELEVATIONS D1 DEMOLITION PLAN Al PROPOSED FLOOR PLAN A2 PROPOSED ELEVATIONS A3 ELECTRICAL PLANS A4 GARAGE PLAN AND ELEVATIONS A5 WALL SECTIONS COMMUNITY DEVELOPMENT APPROVED KF, V I N C. M UL, L, I CAN �t51GNLY�, INC COVERAGE OF LOT EXISTING COVERAGE: LOT Al 11,915 S.F. HOME S.F.: 2,702 S.F. DRIVEWAY, WALKWAYS, TERRACE: 2,470 S.F. PADS: 40 S.F. TOTAL IMPERVIOUS: 5,212 S.F. % OF COVERAGE =5,212--11,915 =.44% PROPOSED COVERAGE: LOT AREA: 11,915 S.F. HOME S.F.: 3,168 S.F. GARAGE: 594 S.F. DRIVEWAY: 1,584 S.F. POOL TERRACE: PERVIOUS PAVERS (838 x.5): 419 S.F. FRONT WALKWAY: 144 S.F. MECH PADS: (GRAVEL) 0 S.F F. A/C PAD: (CONCRETE) 34 S.F. TOTAL IMPERVIOUS: 5.943 S.F. % OF COVERAGE = 5,943-- 11,915=.50% NOMI` P-._FN0VA-rI0N F Or"_ THF, PL;' �F-,-1'F,'S AI�CN 11� C�Uf�A(, 51T_F_ PL_AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. I7-213 5/x}/2018 01-011 -1 .-1,. I KF M G C C C RELOCATED DOOR �naa 1ro osa plan Al SCALE: 1/4" = 1'-0" Y D D K 70 \ DEVELOPMENT 0ve MULLICAN rF5I6NFr_1,_j INC. EXISTING SQUARE FOOTAGE A/C = 2020 PORCH = 94 GARAGE = 588 TOTAL = 2702 PROPOSED SQUARE FOOTAGE A/C = 2060 PORCH = 560 GARAGE = 548 TOTAL = 3168 DETACHED GARAGE = 594 No: DATE: REMSIONS: v� HOMF P-,,FN0VA-rI0N F OIC �I, r P-,- YF 15 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. -'� 5/4/2018 CONTRACTOR TO FIELD VERIFY ROOF PITCH 12 4� 0 0 I 1 EX1 existinq front elevation SCALE: 1/4" = T-0" ropos�� rear elevation SCALE: 1/4" = 1'-0" METAL ROOF OVER CHARLIE WP100 PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS GALVANIZED EAVE DRIP ON CONTINUOUS P.T. 1"x2" ON CONTINUOUS P.T. 2" x 6" HARDI BOARD LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. 12 CONTRACTOR TO FIELD 4 VERIFY ROOF PITCH 0 0 10'PLATE FINISH FLOOR C c COMMUNITY DEVELOPMENT APPROVED 3 ro o5e� si& elevation A2 SCALE: 1/4" = V-0" JiJ III I ropos�� rear elevation SCALE: 1/4" = 1'-0" METAL ROOF OVER CHARLIE WP100 PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS GALVANIZED EAVE DRIP ON CONTINUOUS P.T. 1"x2" ON CONTINUOUS P.T. 2" x 6" HARDI BOARD LAP SIDING ON ZIP WALL SHEATHING ON 2" x 6" STUDS @ 16" O.C.. 12 CONTRACTOR TO FIELD 4 VERIFY ROOF PITCH 0 0 10'PLATE FINISH FLOOR C c COMMUNITY DEVELOPMENT APPROVED 3 ro o5e� si& elevation A2 SCALE: 1/4" = V-0" KEVIN F,, MULLICAN r E;SIGNFY�, INC. ( 90-4) -7-45 - �2_ 5-7-4 No: DATE: REMSIONS: IAM � ,AM U� HOMF P,,,�NOVAVON For" ft"=f'P",YE ' S p�o�os� e This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. 412015 K,F.M, A2 TO TO POOL LANDSCAPE LIGHTING LIGHTING � WP 0 )GFI 11 qD b BATH ROOM BEDROOM 4�,4 ■ WP REC 0 WP REC 0 WP GFI LIVING ROOM proo5o,d ---------- — — — — — — — — — — — — — A3 JSCALE: p— �GFI V-0" — — — — — — — — WP REC w " WP REC ❑ WP REC ........ 215c0NNECr 5WITCH 0 UNCTION 3Dx n................. CAM TV 0 )WP GFI © THEU05fAr 0 . ......... 5morE 9ETECf01? F] F1 WP )GFI WP WP REC WP REC REC � WP 0 )GFI 11 qD b BATH ROOM BEDROOM 4�,4 ■ WP REC 0 WP REC 0 WP GFI LIVING ROOM proo5o,d dodrica Ianporch _MA.15f �AM WITH LIGHT A3 JSCALE: 1/4"= V-0" .... 5WIfCH .......................... 01 LU Z 0 �U) WP 7 x\_�\SCOI I CE I � I � I \ TO I EXITING LIG TING \ � \ I \ \ I \ � I I /: / ❑ /WP \ SCO CE \ I I I � I I I I LAUNDRY / MUD O _ POWDER MASTER BATH W.I.C. MASTER BEDROOM F— E7o Z a a0 o �v> SCO 2 propo5ed electrical plan - clara6lo A3 JSCALE: 1/4"= 1'-0" KEVIN M UL, L, I CAN PF516NLP-l', INC. KF,Y 220 VOLT 0,Mf WATE Q'00F oi,ITLET ................. FLoop amf G,F I.0_nL f - 44'A F = OUfLEf - 44" A?,F. ® °ECESSE� INTEFIO? 5°0 roc p......................... I?EC 9s p CAN Ll,� WF ® �ECEsr7 wArE�Pr?ooF ......................... FOX LICK PENDANT FNUF WALL MOUNTE5' -1xrJTE CEILING MOMEI)IxrJ2 a Uf FLJOnE5CENT -1x,: ....... 2 TOU FLJOP,ES ENT FIxrJ°F PpE-WIC FOP CEILING FAN WITH LIGHT No: DATE: REMSIONS: FAI W -M FAI F 0 F-,- ' 5 FI-AN5 :his drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. -h/ 2018 KE M. _MA.15f �AM WITH LIGHT IF*—I ............ .... 5WIfCH .......................... 3 WAY 5WITCH t .................... G WAY 5MCH Etl . ... ... ..... ........ 215c0NNECr 5WITCH Q UNCTION 3Dx n................. CAM TV ONL . ................... °HONE © THEU05fAr 0 . ......... 5morE 9ETECf01? No: DATE: REMSIONS: FAI W -M FAI F 0 F-,- ' 5 FI-AN5 :his drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. -h/ 2018 KE M. 0 En 0 N N 12 2.5 1 0 W X LL 0 N O V M 27'-0" GARAGE 12' PLAT — — — — — — — — — — — — — — — — — — — — — — — — — - I i J3O 1808010D (4) 40 0 FIXED ABOVE 3'-6" �. I -- 15'-0" I 12'-0' 27'-0" 1 ro o5oJ plan G1 -, SCALE: 1/4" = 1'-0" METAL ROOF OVER CHARLIE WP100 PEEL AND STICK UNDERLAYMENT ON 7/1E" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS GALVANIZED EAVE DRIP ON CONTINUOUS P.T. 1"x2" ON CONTINUOUS P.T. 2" x 6" HA DI RrIODn 1" v cz" -rDINA DnnDn HAF DI ZIP VVI 2" x 6" co r2_ea5t elevation G1 SCALE: 1/4"=1'4' 27'-0" ""UNITY DEVEL A � _ OPM�n►r 3 50h0I 63tlon G1 SCALE: 1/4" = 1'-0" 22'-0" 4 north elevation G1 SCALE: 1/4" = 1'-0" G1 SCALE: 1/4" = 1'-0" KEVIN I,, MULLIGAN I�ESIGN�f?, INC. cUoh, -7 -4 No: DATE: REVISIONS: IN HOME P-,,FN0VA­rI0N F OP-1- TH F r F_ PPYF ' 5 & 1�I,F_V/61\TION5 This drawing an instrume—'of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. N I1-213 5/ 4/ 2018 14,,-1,-011 A4 K,�.M r2_ea5t elevation G1 SCALE: 1/4"=1'4' 27'-0" ""UNITY DEVEL A � _ OPM�n►r 3 50h0I 63tlon G1 SCALE: 1/4" = 1'-0" 22'-0" 4 north elevation G1 SCALE: 1/4" = 1'-0" G1 SCALE: 1/4" = 1'-0" KEVIN I,, MULLIGAN I�ESIGN�f?, INC. cUoh, -7 -4 No: DATE: REVISIONS: IN HOME P-,,FN0VA­rI0N F OP-1- TH F r F_ PPYF ' 5 & 1�I,F_V/61\TION5 This drawing an instrume—'of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. N I1-213 5/ 4/ 2018 14,,-1,-011 A4 K,�.M NOTE: CONTRACTOR TO VERIFY ROOF PITCH PRIOR TO CONSTRUCTION. MATCH 30 YEAR ARCHITECTURAL SHINGLES OVER EXIST 4 CHARLIE WP100 PEEL AND STICK UNDERLAYMENT ON 7/16" OSB SHEATHING (OR PER ENGINEERING) ON PRE MANUFACTURED ROOF TRUSSES. CONTINUOUS GALVANIZED EAVE DRIP ON CONTINUOUS P.T. 1"x2" ON / CONTINUOUS P.T. 2" x 6" 1/2" HARDI BOARD SIDING 2" x 4" P.T. BLOCKING HARDI BOARD 1" x 6" TRIM BOARD HARDI BOARD LAP SIDING ON ZIP WALL SHEATHING ON 2'' x 6'' STUDS @ 16" O.C.. GRADE 1 A5 1 SPRAYED FOAM INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTS ON STRUCTURAL MEMBERS AND CONNECTIONS. \ 1/2" DRYWALL ON 2"x6" STUDS @ 16" O.C. 0 R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS w�ll section at porch 1/2" = V-0" SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. k 30 YEAR ARCHITECTURAL SHIP CHARLIE WP100 PEEL AND STICK UNDER[ 7/16'' OSB SHEATHING (OR PER ENGI1' PRE MANUFACTURED ROC CONTINUOUS GALVANIZE] ON CONTINUOUS CONTINUOL 1/2" HARDI BC 2" x 4" P. - HARDI BOARD 1" x 6" - HARDI BOARD LAI ZIP WALL SHE 2" x 6" STUD SPRAYED FOAM INSULATION SMOOTH FINISH ON 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON 2"x6" STUDS @ 16'' O.C. R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS, r_2wall section at qarage A5 SCALE: 1/2" = 1'-0" COMMUNITY DEVELOPMENT APPROVED KEVIN C M UL- L, I CAN rl'516NFP", INC. No: DAM REMSIONS: U� HOM� � r o IF, reit r F P"' P-1, vF, 15 FxTF_ PloP wAL_� SF_Cf10No This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. j `' S/ 412018 -'j ':.1 : /2'1-1'-011 V ■ EXISTING WINDOWS TO BE REMOVED. EXISTING WALL / TO BE REMOVED. EXISTING DOOR TO BE REMOVEI AND REUSED. EXISTING WALL STRUCTURE TO BE REMOVED. EXISTING DOOR TO BE REMOVED AND REUSED. EXISTING WALL STRUCTURE TO BE REMOVED. EXISTING DOOR TO BE REMOVED. EXISTING SINK TO BE REMOVED. ■ KEVIN 1�. M UL, L,ICAN I'J�SIGNCI', INC. i,,,,,,,,,,,,,,,,,,,,,,,, REMOVED.TO BE No: DATE: REMSIONS: FAI FAI U� Jer6 bon I :n NOME P--,,FN0VA­rI0N F O� lNf` F I, P-,, F,, YF ' 5 ■ I��MO�I�ION I PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. of v�: 7-213 5/ 4/ 2018 KEM, 22' -,Cr (,1 Oxistinq Ian �,Lx 1 SCALE: 1/4" = 1'-0" Kt VIN C. MULLICAN I��SIGNI'�, INC. No: DATE: REMSIONS: I All FAI FAI HOMF P-,FNOVA-rION F Ofd TPII\I\ YFI �xisriNG This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. -7-213 y 5/-4/ 2018 // III -1 1_011 Dra.v�� I CONTRACTOR TO FIELD VERIFY ROOF PITCH 12 / 41� CONTRACTOR TO FIELD 4 12 VERIFY ROOF PITCH K 7� cKi5tinq front elevation �LX�2SCALE: 1/4" = 1'-0" El M1 IN 2 Oxistinq roar G' ovation �X2SCALE: 1/4" El 2 Oxistinq roar G' ovation �X2SCALE: 1/4" = 1'-0" 0D 0 W rF, V I N E M UL, L, I CAN I��SIGN["p, INCI No: DATE: REVISIONS: I AM FAM FAM U� i HOMF, F-,,FN0VA­r10N FOP TH 1� r F_ FPS 15 ���VA�'IONS Ins arowing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. "': Nom: 17-'Jlzi Ja 5/ 4/ 2015 X 2 1 cxistinq roof plan R1 SCALE: 1/4" = 1'-0" ■ KEVIN E. M UL, L, I CAN C 516 NF-p, INC. (90-4) -745 - �5? �-74 NOME P,,tNOVATION F OPI, TH F_ P E' F"PI, 1'F, ' S �X151"ING BOOP PLAN This drawing is on instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. 'vO 17-213 �� 5/ 412015 ro o5eJ roof R2 JSCALE: 1/4" = 1'-0" an - 10' r,,� V I M I,. M UL, L, I CAN r�si�Ncr, INC, No: DATE: REMSIONS: W I®\� W U� NOME P-.,_F_MOVA­rION F 0 P-1, TH I, r �� P_'YF1 5 BOOP PLAN his drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. N:: 17-213 5/ -4/ 2018 K M, P-,,, MAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE SURVEY OF. - LOT 15, BLOCK 13, SELVA MARINA UNIT NO. 6, AS RECORDED IN PLAT BOOK 34, PAGES 51 AND 51B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA Ozl Z C Ioz 9� a o oma Z N -_7 �D 0 o 0 Z� m \1 0.16) 1901 1001 9'Sl x x xl. F- 101 • 8" LIVE OAK of O x19 x1911 Z, Ml O 0 21" LIVE OAK 16;1 O 19" J x 0 CC 16a1 91 Lg r O yl x191 xlg. 14' BM PALM LIVE OAK 0 0 15" PALM ryl 961 x19 • 10' BALM x19 x19 • 36" LIVE OAK L 0 T N83043'50"E 1 4 140.00' 0.4 I N•' ' ....31:0, .... w 65.0' o � POOL VIPMENT 11 v', 19y01 w X,9. o >o 9,y1�'000J A`� 1 F.F.E. (10.21) \0.9 24.0' PLA 61 � z O C1 x 14" PALM 1\0'x 1 of . 1 0.5' 1061 \ x19ry19g91 x19'1 1\p. BENCHMARK N2 4 \v r.l <Cn C a\1 C'6p1 0 1 2.0= FENCE TRANSITIONS ' S83i43'S0"W 140.00 SET NAIL & DISK IN 14" O Z PALM, ELEVATION: (10.91) NAVD 1988 Z N L oz z� v NOTESt m THIS PROPLfRTY LIES IN FLOOD ZONE X" PER FLOOD INSURANCE RATE MAP 'FIRM), DUVAL COUNTY, COMMUNITY No. 120075, MAP/PANELI No. 1203IC-0409—H, REVISED JUNE 3, 2013 BEARINGS BASED ON THE WESTERLY RIGHT—OF—WAY LINE OF SEA AOTS DRIVE AS BEING S 06'16'10" E 30' BUILDING RESTRICTION LINE (B.R.L.) BY PLAT N.T.S. DENOTES NOT TO SCALE ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 13 —V— DENOTES 6' VINYL FENCE EXCEPT AS NOTED —//— DENOTES 6' WOOD FENCE EXCEPT AS NOTED THERE MAY IjBE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEI THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ELEVATIONS SHOWN AS THUS (10.6) AND ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (N.A.VD.) OF 1988 TREE SIZE IND LOCATION ARE MEASURED BY DBH (DIAMETER BREAST HEI WT) APPROXIMATELY 48 INCHES ABOVE GROUND F.F.E. DENOTES FINISHED FLOOR ELEVATION D U R D E N SURVEYING AND MAPPING, INC. 1825-B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 0 T 1 6 SURVEYOR'S NOTE, THE SURVEY HERE)N WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS REGARDING INFORMM''ATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF EASEMENTS, RIGHTS—OF—WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. CERTIFIED TO: JEFFREY H. AND TINA R. PERRYE co 0 z -1 In I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant to Section 472.027 Florida Statutes and Chapter 5J17 Florida Administrative Code FLORIDA REGISTERED SURVEYOR No. 4707 H. BRUCE DURDEN, Jr. SIGNED FEBRUARY 5. 2018 SCALE: 1 " = 20' WORK ORDER NUMBER:_ 18058 FOUND 1/2" IRON PIPE NO IDENTIFICATION C. B-9252 error or .a 26-11-00 „1`,ttttt{pl l I"I 0(j,", if Oqy'. f �, , No 312%6 - `,'''r��,�NAI Li i r t,t,'''���, LOADING CRITERIA Wall Height Legend 00 00 CN 0 A03T4) o 0 AO o N/A" -r -_ = N/At. 00000000000 a 0 00000000000 '' = N/A" 7 7,�7 1�- = N/A" Approved truss anchor by builder. 2x4 minimum top and bottom chorda. square cut overhangs. 72 i 2.8 f 0 a 0 -00-00 7-00-00 J0 b 4 4 D LO i D 0 0 0 JO I - — - 4N Cr) O O 00 v0 „1`,ttttt{pl l I"I 0(j,", if Oqy'. f �, , No 312%6 - `,'''r��,�NAI Li i r t,t,'''���, LOADING CRITERIA Wall Height Legend Z/////] = 12' 1-1/8" N/A" = N/At. 00000000000 = N/A" 00000000000 '' = N/A" 7 7,�7 1�- = N/A" Approved truss anchor by builder. 2x4 minimum top and bottom chorda. square cut overhangs. 72 i 2.8 f 3 ( / Iiw BRG. othenHiss. Engineer of Record: OFFICE WI Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this Daae Please refer to the SCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway Or E Jacksonville, FL 32256 Phone: (904)268-8225 Fox. (904)260-2981 VWWV.MBS-GORP.COM fens JAXT RUSSO MBS -COR PCOM Job# I J180628 Customer: I St. Auoustlne - House Lot/Sub: Address 1648 Sea Oats Dr City,State: Atlantic BeachFL Scale: 1/2e = 1' 1 Date: 7/24/2018