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2279 Seminole Rd #10 2013 i I I I - - - \ 1 1 - I 10 RI E S f 14" \ / 12 RIf ERB 1411 � - i IREPLACE D is STOOP I ' I I BIKE STORAGE :/ APA. OR TECO RATED L — — — — — — SHEATHING w/ Sd NAILS IL 4" ON EDGE E 6" IN FIELD. \ \ 1 1 COVER w/ HARDIE LAP SIDING. 3 11 O5 TO f;;; 1 Q 1 NEW PAVERS m ( w \—TIE IN TO SIDE STEM WALL-U I U p z N I D '! SEE DETAIL Q Q I ggt EXISTING PRIVATE ROAD \ C I W Z 0 I EXISTING DRIVEWAY G OUJN 4OU5E rn o Y�1 Ll N N O N a O QaNi3 9W a Z ct J O — — tj I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - J Q ° 0 � w � x m J o L - 4 f w Q R I U � W E3 WIDL Q � OWFW a P m OqTm _ NOTES. U! o NQ -Ja UJIND PRESSURES ON WINDOWS, DOORS SOFFITS (psf) DESIGN LOAD INFORMATION T,i'PE OF CON TION I ON ; — a � � � �' 3 GENERAL SCOPE OF uJOR< 1NCL�D I a a - > 120 mph, Exposure D, ASCE 7-2010 Z A. GRAVITY LOADS: - - REMOVE 4 REPLACE FRONT ENTRY STAIRS TYPE V 8 U Z w 0 Z AREA of OPENING EDGE STRIP (5) INTERIOR ZONE (4) ROOF LOAD TOP GHORD LL - 20psF DL - -IpsF REMOVE 4 REPLACE 2nd FLOOR REAR BALCONY AND Z i•, ci Z N rn POS. NEG. POS. NEG. BTM CHORD LL = 10pef DL = 5bSf SUPPORTING COLUMNS F}�J,,, IC 5�.. CODES: W Q a N 0 TO 20 SF. 26.2 -31.8 28.2 -30.6 TOTALOA 30 s f + 12 S F = 42 s F - LOAD LL p DL p p 5UILDING� 2010 FBC- EXISTING 5UILDINGiS Q g N a 20.1 TO 50 SF. 21.0 -35.1 21.0 -z9.4 SQUARE FOOTAGE CALCULATIONS; PLUMBING 2010 FBC-PLUMBING CODE 50.1 TO 100 SF. 25.3 -31,8 25.3 -21.1 FLOOR LOAD TOP CHORD LL = 4Op5F DL = 10p5f BTM CHORD LL = 0 sf DL = 5psf ELECTRICAL 2006 NEC-NATIONAL ELECTRICAL CODE 100.1 TO 200 SF. 23,9 -29.4 23.9 -26.3 h EX15TING HEATED - NO CHANGES MECHANICAL 2010 FBC-MECHANICAL-�ANICAL CODE 200.1 TO 500 SF. 22.1 -26.8 22.1 -25.1 TOTAL LOAD LL 40psf + DL 15psf = 55psf ACCESS181LITY 2010 FBC-FLORIDA BUILDING CODE CHAPTER 11 SoFfit Design Pressure 28.2 -31.8 28.2 -30.6 5ALCONY LOAD LL = -15psf + DL = 32p5f = 10-lpsf FIRE 2010 FBC - FLORIDA FIRE PREVENTION CODE st• � _.� LEVEL OF ALTERATION Y .is - LIFE SAFETY 2010 LIFE SAFETY CODE w/ FLORIDA CHANGES $ •o BASE DESIGN PRESSURE 23,90 GCpI =-+0.18 5. LATERAL LOADS: L \� 1 STRUCTURAL 2010 ASCE JNIT I WIND LOAD = 1120 MPH, EXP . _ _ 3= w_ �. aX _ Eti o• � - 'Sit Cit of Atlantic Beach g o City Planning and Zoning Department This approval roval verifies compliance with applicable zoning, subdivision and other local land development regulations, but does not constitute 1 approval for the issuance of permits. Compliance j with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building official prior to the issuance of a I� Building Permit. REMOVE AND 1 ad Sr. N REINSTALL SCREE REPLACE 2x6 P.T. SYSTEM 1 DECKING 1 REPLACE DECKING STOOP l3— 29a ! IL —1 LL EXISTING CONSTRUCTION V J O U P.T. (2) 2x12's WRAPPED n IN HARDIE FLAT STOCK V l RE-USE EXISTING � Z LEDGER V l a �O w/SIMPSON4 0d POS S TO r i a Z� P.T. 2x8 w/ GRASPABLE � m(� O _ TOP W/ P.T. 2x2's m 53/4" !a1 0 LU P.T. 2x8 FLOOR JOIST a BEAM C.C. = w • 16" o.c. IN SIMPSON O A r N I U U A SIMPSON l2) MSTAIS 0 U JOIST HANGERS Q JOS GERS (�/ LL / 14-10d " IL Q w POST TO O O : W dA11 Y4 w Oa BEAM ELEVATIONo � W � q 5 Tf e ►.. Cl► 2-P. t. 2x12's P.T. 1X6 N C..* � RISER (5) P.T, 2x12 STRINGERS dbl STRINGERS ON OUTSIDE E 1 CENTER E ER .�. { STRINGER P.T. 4x4's 4x4 P.T. POST WRAPPED u- r PROPERTY LINE IN HARDIE FLAT STOCK = ra P.T. 4x4 FENCE POST AT 48"o.c. r D w/ 5IMP50N A5U44 w/ %" ALL S,-3 Y„ 3 - 3/4" 4' 2 6 x8 J �_ m Z �, T E S LL 0 cv O Z THREAD li 12-16d NAILS 9 TREADS 11 Y4 Z PAVERS PAVERS IN SAND N M W SETTING BED CMU, GROUT ALL CELLS SOLID, jaw/ MIN 2500 psi CONCRETE i a EXISTING CONSTRUCTION SIMPSON 45U44 w/ a \/\ SIMPSON ABU44 w/ %"x5" ALL THREAD E $5 VERTICALS AT CORNERS 8 48" %"x5" ALL THREAD < 12-Irod NAILS (TYP.) o/c. BEND REBAR MIN 12" INTO I2-16cl NAILS CTYPJ `---`-- L----- L------ ' //�� /� • • a �/ FOOTING 16"x16"x12 DEEP CONC. �"— \\/ FOOTING W/ (2) 04's e.w. 4" GONG. SLAB- 4' WIDE 4 C3) #5'S CONTINUOUS. \\\\ 51KE STORAGE (ALL CONCRETE TO HAVE MIN 2500psiFD ,4LGCN ""r 5ECTION 5TAlfR 5ECTION P.T. 2X4's m 16" o.c. w/ �(6" \ \ COMP. STRENGTH AT 28 DAYS) APA. OR TECO RATED STEM WALL DETAIL SHEATHING w/ Sd NAILS 6 W SCALE: 1/2' • 1'-0° SCALE:Yz" : I'-0" SCALE:l�" = I'-0" COVER Dw/HARDIE LAPLD. SIDING. i 1 — — — \ 10 RI ERS 10 1 Y4" IREPLACE DE CKING \ Im STOOP .,.. i 9 x 'A w \ N I BIKE STORAGE P.T. 2X4's m f6" c.c. w/ LAJ � L APA, OR TECO RATED— — — — — — SHEATHING w/ Sd NAILS m i r� 8 �A O A � ���' •. 4 i�� 4" ON EDGE e 6" IN FIELD. : W \\ \\ N I I I COVER w/ HARDIE LAP L� A U \ \ \ I O I SIDING. � d.� 5 T� 004 160 \\ \\ NEW PAVERS m v `� I 0 'd A O a C \ TIE IN TO SIDE STEM IUALL-U I U \ \ SEE DETAIL < I J � \ \ \ W I j Z •LX T 0 UJN 4 0 U I EXISTING DRIVEWAY -t rutin d I TING.P IV TE at 1�t5 E UN IT 10 u) -1, LLL. 1U N ,fit N C Q N G Q > \ Q a Z NW a — — _ Ll L4 — — — — — — — — — — — — — — —_ — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — - .J a ° 0 � Q U a_ X J 0, L� m LL 0 w Q = I � WE3 U U m . J a i WQ w � NOTE511 r,QQ0 w Q fn Q N Q WIND PRESSURES ON WINDOWS, DOORS 4 SOFFITS (psf) DESIGN LOAD INFORMATION T*rf=E OF CONSTRUCTION u_, M N N ] , � 120 mph, Exposure D, ASCE 7-2010 BENER4Ls &COPE OF UJOR< INCLJDE I a o - > 3 A. GRAVITY LOADS: REMOVE 4 REPLACE FRONT ENTRY STAIRS zrj Q z AREA of OPENING EDGE STRIP (5) INTERIOR ZONE (4) ROOF LOAD TOP CHORD LL = 20psf DL = -lpsf REMOVE 4 REPLACE 2nd FLOOR REAR BALCONY AND Z ? z 13 Q POS, NEG. POS. NEG. BTM CHORD LL = 10psf DL = 5p f SUPPORTfNC COLUMNSFFL ICA L CODES W Ir a=NNcc 0 TO 20 SF. 28.2 -31 26.2 -30.6 TOTAL LOAD LL 30psf + DL 12psf = 42psf - a N .8 20.1 TO 50 SR 21.0 -35.1 21.0 -29.4 SQUARE FOOTAGE CALCULATIONS: BUILDING 2010 FBC- EXISTING BUILDINGS Q Q � a 50.1 TO 100 SF. 25.3 -31.8 25.3 -zl.l FLOOR LOAD 1-OP D CHORD LL = 40psF L = 10psPLUMBING 2010 FBC-PLUMB1NGrt CODE f N LEGTRICAL 2008 NEC-NATIONAL ELECTRICAL CODE 100.1 TO 200 SF. 23.9 -29.4 23.9 -26.3 E3TM CHORD LL = Opsf DL = 5bsf EXISTING HEATED - NO CHANGES 200.1 TO 500 SF. 22.1 -26.8 22.1 -25.1 TOTAL LOAD LL 40paf + DL 15psf = 55p5f MECHANICAL 2010 FBG-MECHANICAL CODE ACCESSIBILITY 2010 FBC-FLORIDA BUILDINGS CODE, CHAPTER it SofP(t Des(gn Pressure 2s.2 -31.8 28.2 -30.6 BALCONY LOAD LL = 75psf + DL = 32p5f = 107p5f FIRE 2010 FBC - FLORIDA FIRE PREVENTION GODS s LEVEL OF ALTERATION ' �. BASE DESIGN PRESSURE 23.90 GCpi =-10.18 L IFE SAFETY 2010 LIFE SAFETY CODE w/ FLORIDA CHANGES $ $ B. LATERAL LOADS: STRUCTURAL 2010 ASCE-7 s ' g .Q`�J � LEEYEL - 1 LUIND LOAD = 120 MPH, EXPOSURE D, ENCL05ED a$ u � t i SEISMIC ZONE = 1 rs3gx�h 1k rITIca t!. � a REMOVE AND REINSTALL SCREEN I REPLACE 2x6 P.T. SYSTEM I DECKING REPLACE DECKING m STOOP I Z X E ISTING CONSTRUCTION P.T. (2) 2x12's WRAPPED O \ ' O V IN HARDIE FLAT STOCK RE-USE EXISTING m LEDGER w/ 14 10 (2) ST TO P.T. 2x8 w/ GRASPABLE a ' Tw/ 14-10d POST TO P.T. 2x8 FLOOR JOIST -v BEAM 5TAIR SIMPSON C2) MSTA18 TOP Wx2 / P.T. Z 's m 5314" i m 16" oz.. IN SIMPSON '� C.C. p ' O I r � w/ 14-10d POST TO J O S7 H A NGERS 8 N oCIL ( 1 BEAM 11 Y4 NELEVATION O O v e to > Z SCALE:V : I'-0" W�n V1 m r 2-P. T. 2x12's P.T. 1X6 N C5J P.T. 2x12 STRINGERS RISER N dbl STRINGERS ON OUTSIDE e 1 CENTER STRINGER P.T. 4x4's 4x4 P.T. POST WRAPPED PROPERTY LINE IN HARDIE FLAT STOCK r w P.T. 4x4 FENCE POST AT 48"o.c. wl SBU44 w/ THREAD2-AI6d NAILS/e ALL 4 4 . . 2 6 x8 r � j W 8'-3 y° TRE S w m m Z 9 TREADS m 11 Y4" N 3 PAVERS PAvER5 IN SAND N < 0 > /\/\/\/\/\/� �\ ;� �� SETTING BED D X //\\// / �6 CMU, GROUT ALL CELLS SOLID, w/ MIN 2500 ps( CONCRETE EXISTING CONSTRUCTION 5IMP50N A15U44 w/ u % 5" ALL THREAD t \ \/\ SIMPSON A51.144 w/ "xL u u $5 VERTICALS AT CORNERS 148" %"x5" ALL THREAD e 12-16d NAILS CTYPJ o/c. BEND REBAR MIN 12" INTO 12-16d NAILS (TYP.) ------ L__ L-- - J //v /\ • \�// FOOTING 16"xl6"xl2 DEEP GONG. �-- /\\/\\/\ # FOOTING W/ (2) 04's e.w. (3) 55 CONTINUOUS. 4' CONC. SLA5-CSL B 4WI DE \ / BfKE STORAGE CALL CONCRETE TO HAVE MIN 2500psi/ pU.5ECTION 5TAlfR 6ECTION \ \ COMP. STRENGTH AT 28 DAYS) P.T. 2X4's m 16" o.c. w/ %6" � Q APA, OR TECO RATED STEM WALL. DETAIL. - SHEATHING w/ sd NAILS m W SCALE:V = I'-Cd" SCE:Y"AL = I'-�" 4" ON EDGE a 6 I " IN FIELD. 03COVER w/ HARDIE LAP SIDING. .4 -AdRr e*'= 407 2 ay -er-d rz 474/✓.04 CGdNT� ' /GLG�R/v , ,�E, � A,-40. VN Y©LG/�lE Sro 52, ,©�rES QBd.cliv'v 8B/ Off' rNw CE/v'T ca q AD ice„N� III �C ' � ' , 4..F;•��M® .�e>s .��.� ./ •.• _ tai���V111p .��. �, '. SII � ••'• • • •• ♦ • - y- ���gy(tti�/y ,' �aY ��F f Q� 1 I f X N 7777 At z N' 4i �- duNOCoNGRe' E MONuivrN _ r 4 Da 14 • rdCOA • �- �.. I • BEARINGS ARE BASED ON THE EAST RIGHT OF WAY LINE FILE COPY OF SEMINOLE ROAD AS BEING N.00014110"W, AS SHOWN HEREON • THIS PROPERTY APPEARS TO LIE FLOOD ZONE "X" WHICH IS THE AREA OUTSIDE THE 500 YEAR FLOOD PLAIN'BY FLOOD MAPS. 1 HEREBY CERTIFY TO:,pt/YLG/S GdN'C' REVISED APRIL 17, 1989, COMMUNITY PANEL NO, 120075 0001 b CdM�•f1/I�/rY S.Qt�/r✓ S /v1G,4J�,dCa•; T�cd,�e ri�4,<Ns.moo. 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 21 HH-6 FLORIDA ADMINISTRATION CODE. K A. DURDEN & ASSOCIATES ,... PROFESSIONAL LAND SURVEYOR NO.../src.z RLOREDA LAND SURVEYORS �! i�L/G'er de/RO�N DATE 4"�rezY' 25 19 Post Ofte Box.SW70 „ _ ffi 1103 Sot Thins Street SCALE: /� - Jacksonville Beach.Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNEE). _v FILE NO. 'I I ,GD�" 2L°� Pr•GICAN C�crNE�' t//�/h'',FCdrr©:PG: .