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631 BEACH AVE RESA18-0033A W�1 ° 111 7 D o a � { a m D O a I �y c 1e1 A z OC 2 M HUDSON RESIDENCE CUT ANE I FILL CALCULATIONS SUMMARY THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS. ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT, SOILS CALCULATIONS: - PILINGS: 5 CU. YDS TOTAL: " 5YARDS OF SOIL TO BE DISTRIBUTEQUALLY EDCUBIC ATPORCHDECK ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADS FOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS DEP NOTES DEP NOTES (CONTINUED) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL STANDARDS ESTABLISHED IN SECTION 626-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 628-34, FLORIDA ADMINISTRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DEHIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADS FOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. - ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS) ABOVE. N These materials are copyrighted and protected under Section 102 of the Architectural Wates Copyright Protection Act of 1990. The copyright pmtectiens apply to the overall form of the structures, the arrangement and composition of spaces, the matemis and selections, and oil other dements of the design, Unauthorized use of these materials can result in substantial criminal and 60 liability. 35, PAGE59g596 I I SITE PLAN C.C.C.L. DIMENSIONS Aa.ial Scale: 1/16"=1'-0 DEP SUBMITTAL �DO NOT MEASURE DRAWINGS xo'rgr e�r;scr or axz axn au nisc�7axc>as PS(DR TO CO_NS9R7TCTioF. � rztreo.c x0'Iffi NOTES 1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER THE DIRECTION OF THE EXISTING / NATURAL WATERSHED OF THE PROJECT PROPERTY. 2. NO ADDITIONAL WATERSHED SHALL BE CREATED DIRECTING WATER TOWARD THE EAST (OCEAN). 3. NO NEW WATERSHED SHALL BE CREATED DIRECTING WATER TO ADJACENT PROPERTIES. 4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED BY AN APPROVED CONSTRUCTION / BARRIER. 5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES. 6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION, GENERAL NOTES 1. STRICT ADHERENCE TO 62.6-33.05(12) F.A.C. WILL BE REQUIRED AS IT RELATES TO INSTALLATION & TESTING OF ALL EASTERLY -FACING LIGHTS, 2. THE EXTERIOR LIGHT BULBSSHALLBE A MAXIMUM OF 30 -WATT AMBER L.E.D. 3. BLACK BAFFLES ON ALL FIXTURES. 4. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION WORK. WINDOW NOTE: TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW & LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION GENERAL NOTE, ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUIV DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO C LL ENGINEER FOR REVIEW OF SURVEYED DATUMS. PRIOR TO C§MMENCEMENT OF FOUNDATION WORK. .487 eh. DI b I O 1 SECTION of i A -A 3J < p a 1631. mI �. an. ,'85 I 36 'I sehw � I I NI mlz m.Im m m�irm- 9 2 m I DEP SR .- TAL - 10/02118 m am eq an an a m dad m'd m � ® z�si mz a0 an U U N N colvsuLTANTE: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908. WEBSITE: www,lp-a,com REVISION: PATE DEP SUBMITTAL 10!02/18 AROWTECT'S SEAL OF Fz(J# �3TETORD G of® G� 5' 0'1 01421 ••e CADD DWG. FILE N _ i ECA AS SHOWN cnpo p: SMZ useR LEGAL pEECRiPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT 'u .— IS RENOVAT1C7N ATLANTIC BEACH, FL HUDSON RESIDENCE SITE PLAN C.C.C.L. DIMENSIONS 01 OA THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS. ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT. SOILS CALCULATIONS PILINGS: 5 CU. YDS ¢) al z) I LOT 4 rw1r7H lrz �I I DEN SLAB EL. N.A.V.1 GARAGE: 5 CUBIC YARDS OF 501 -I- EXISTING HOUSE E%i6T. (NEW - CAN9T. ONSi. EXISTING CARRIAGE HOUSE 1 I These melenols are copyrighted end protected under Section 102 of the Architecturd Works Copyright Protection All of 1990 The capAhl prolecbais apply to the c -elf faml of the slnrc(ures the arran9emen1 and e mpos'lon of spaces, the materials end selections, and all other elements of the design. Unauthorized use of these maleride can —It in subelentid crimind and ci 1 liability. DEP NOTES 1 & I THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE LLJ STANDARDS ESTABLISHED IN SECTION 62B-34 FLORIDA ROOF RIDGE ADMINISTRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE EL. N.A.,.0 51.06' a THE MAIN WINO FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSUASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADS FOR BUILDINGS AND OTHERSTRUCTURESTO WITHSTAND Q 4 THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE SECOND FLOOR SLAB THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN EL. N.A.V.D. 26.69' I $ I FIRST FLOOR SLAB EL. 14.00' EL. N.A.V.D. 18.60'1 1— — DEN SLAB EL. N.A.V.1 GARAGE: 5 CUBIC YARDS OF 501 -I- EXISTING HOUSE E%i6T. (NEW - CAN9T. ONSi. EXISTING CARRIAGE HOUSE 1 I These melenols are copyrighted end protected under Section 102 of the Architecturd Works Copyright Protection All of 1990 The capAhl prolecbais apply to the c -elf faml of the slnrc(ures the arran9emen1 and e mpos'lon of spaces, the materials end selections, and all other elements of the design. Unauthorized use of these maleride can —It in subelentid crimind and ci 1 liability. DEP NOTES DEP NOTES (CONTINUED) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL STANDARDS ESTABLISHED IN SECTION 62B-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 628-34, FLORIDA ADMINISTRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION. THE MAIN WINO FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSUASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADS FOR BUILDINGS AND OTHERSTRUCTURESTO WITHSTAND SHALL BE SEGMENTED INTO V X5' MAXIMUM SIZE PANELS THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DE'S'IGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS) ABOVE. LOT 3 LOT 3 NORTH V2 NORTH 11� SII 1:=�-1:iII it 1m m LOT 2 EXISTING HOUSE eaTsi. w NEW CONSTRU CONST. NST. EL.15.0' EL. I X4 EW DEC EXISTING DO NOT MEASURE DRAWINGS xor� PsaCONS C N. Ja s1a ascaaeem�s h10R TO C0NS76aClTGN. SEL GEHSR�L 270TE3 NOTES 1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER THE DIRECTION OF THE EXISTING / NATURAL WATERSHED OF THE PROJECT PROPERTY. 2. NO ADDITIONAL WATERSHED SHALL BE CREATED DIRECTING WATER TOWARD THE EAST (OCEAN). 3. NO NEW WATERSHED SHALL BE CREATED DIRECTING WATER TO ADJACENT PROPERTIES. 4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED BY AN APPROVEDICONSTRUCTION f BARRIER. 5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES. 6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. GENERAL NOTES 1, STRICT ADHERENCE TO 62.B-33.05(12) F.A.C.WILL BE REQUIRED AS IT RELATES TO INSTALLATION & TESTING OF ALL EASTERLY -FACING LIGHTS, 2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF 30 -WATT AMBER I-E.D. 3. BLACK BAFFLES ON ALL FIXTURES. 4. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION WORK. WINDOW NOTE: TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW & LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING - ORDINANCE FOR MARINE TURTLE PROTECTION GENERAL NOTE: ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION. WORK �I o01 I rcl aI w) ml EI ¢ �I QI z 3 3 rc �I o w = w I 0 a HUDSON RESIDENCE 631 BEACH AVE. I 1 ATLANTIC BEACH, FL. 32233 I 3TION 15,0' I I I I I E14EL EL. 13EL. 2.0' ( EL. 12 0,3yh0_4I.0' ELEL0. 1210, .01 I ELEL�I10.0'�, EL. 11 I L.1B.0' I I `► � Is EIL 10.0- (A-A) 0.0' A-A SITE SECTION 'A -A' - C.C.C.L. DIMENSIONS PAHA Scale: 1776•=1'-0 DEP SUBMITTAL DEP SUBIAPLUNHTTAL - 10102/1'81 P d LL V p LL � m wm n� hE m S -9 y0 mg a ¢' 30 20 c g 3 is U � N CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: wwwJp-a.com DATE DEP SUBMITTAL 10/02/18 ARCHITECT'S SEAL .? O FFk0 A. Ar SHOWN cnoD LSER BMZ LEGAL DESCRIPTION: PROJECT PHASE: DEPSUBMITTAL Nu eER 78-10--_ RENOVATION ATLANTIC BEACH, FL HUDSON RESIDENCE SITE SECTION 'A -A' C.C.C.L. DIMENSIONS =11A THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS. ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT, SOILS CALCULATIONS: PILINGS: - 5 CU. YDS 11 TOTAL: (+) 5 CUBIC YARDS OF SOIL TO BE DISTRIBUTED EQUALLY III L NAIL AND DISC >72 W EDGE rAVEMENT 1ATIION 14.00 F ) 88 a FOUND z NAIL & DISC xZ z' LB 3672 ( O NORTHING:mv 4.8 0.TcASTING:530.00 14,1 '2n o71 i Ifflafflem 1 0.00 DEP NOTES DEP NOTES (CONTINUED) THESE PLANS ARE ESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBU:i FROM THE OCEAN SHALL STANDARDS ESTABLISHED IN SECTION 628-34 FLORIDA E MEET THE REQUIREMENTS CONTAINED IN SECTION 628-34 FLORIDA ADMINISTRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN .ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-95 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADS FOR BUILDID GS AND OTHER STRUCTURES TO WITHSTAND SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS) ABOVE. M V V 6' OOD FENCE x—x—x x �x—x— i BRICK 71 I CD I EXISTING TWO-STORY ❑ rn GARAGE ❑ If— BRICK TO C CCL �—I - — -- 00 HARK IL AND DISC FFUNDl2" IRON E SIDE F I I PIPE LB 1048 � DOWER LE NORTHING:2180589.6 1 EASTING:531154.7 x ION 16.81 1 D SOUTH 1/2 s These materiels are copyrighted and protected under Section 102 of the Architectural WOMB Copyright Protection Act of 1990. The copyrght proteclons. apply to the overall farm of the structures, the omang-elt and composition of spaces, the materials and selections. and all ether elements of the design. Unauthorized use of these materials on result in subslonlicl cr'snind and civil liability. I Ix BRICK I sPA EXISTING PORCH i I I I EXISTING POOL l ... I I 1 NORTH 1/2 LOT 3 0.0 I I I i SOUTH 1/2 I nT R NOTES 1, NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER THE DIRECTION OF THE EXISTING / NATURAL WATERSHED OF THE PROJECT PROPERTY. 2. ' NO ADDITIONAL WATERSHED SHALL BE CREATED DIRECTING WATER TOWARD THE EAST (OCEAN). 3. NO NEW WATERSHED SHALL BE CREATED DIRECTING WATER TO ADJACENT PROPERTIES. 4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED BY AN APPROVED CONSTRUCTION / BARRIER. 5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES. 6 REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR DO NOT MEASURE DRAWINGS N077Y ARC8I M OF ANY ARD 871, DMCMWANC163 F=R TO CIMMMUCUM. Sn CiDYiRAi. ROY6S GENERAL NOTES 1. STRICT AD - ADHERENCE T062.8 33.05(12) F.A.C. WILL BE REQUIRED AS IT RELATES TO INSTALLATION & TESTING OF ALL EASTERLY -FACING LIGHTS. 2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF 30 -WATT AMBER L.E.D. 3. BLACK BAFFLES ON ALL FIXTURES. 4. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION WORK. ADDITIONAL INFORMATION, WINDOW NOTE: I I I I i I I )i�O IRN 6' WOOD FEP �x--x—x—x—x—z I � I I I i I I I) I) EXIS ING _ ENTRY I � I I II I I 231.931(IRON TO IRON) I 1 I I I� < LOT 1 SITE PLAN Ascan Scale: 11w = 1"0" TURTLE FRIENDLY GLASS (LOW E240 OR EQUAL) ON ANY WINDOW & LIGHTING THAT IS EFFECTED BY THE FLORIDA MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION GENERAL NOTE: ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL D WINGS FOR DEFINITIVE APPLICATION OF DATUIV DESIGNATIONS APPROPRIATE ELEVATIONS. CONTRACTORTO CALL ENGINEER OR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEME OF FOUNDATION WORK K CONCRETE WALK m M 1 I FC 1 I i I I � LOT 2 EXII TING — TWO STORY - . 11=111 -- I wJ I I I LB 0.00 �01 I —PR POSED DE K & SAL ON 15 1 I i 7 9�0 0.00 I L IIS I a I 1 I a vi uT � o n 14 WON m re_ 'O aFf 11 r41 8,6 � � E _ tD Am ¢_m E� � N armi F w m fo ®p W ca m .0 p� N m V Frv�ri g 3 U U w N oNS-TANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: wmi.lp-a.Com RE -1— DATE DEP SUBMITTAL i0Po2y1B ARCHITECT'S SEAL O .&�g "k f N412 AS SHOWN CAD. USER ID: SMZ EGAL DESCRIPTION PROJECT PHASE: DEP3UBMiITAI PROJECT ER m 18 -10 - RENOVATION ATLANTIC BEACH, FL HUDSON RESIDENCE SITE PLAN 3 S1 .00 DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES DESIGN CODE: INTERIOR EDGE STRIP (PSF): 2017 FLORIDA BUILDING CODE - RESIDENTIAL 'a' = 4'-6" 10 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, +30.2 -40.5 50 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +27.1 -34.2 100 DESIGN LOADS: ACTUAL AND UNIFORM +25.7 -31.2 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) U O TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 f (AR( -H SHINGLES) 10 psf Z COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON © 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/jr,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. ps TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf STUCCO FINISH, -MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d ®6 O.C. EDGE AND 6 O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE STUDS BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION MASONRY SPECIFICATIONS: DEFLECTION CRITERIA: SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC153 0.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /8 PLACED AT AN 8 TO 11 SLUMP. MORTAR SHALL CONFORM TO ASTM C270 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. AND FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: CONCRETE MASONRY UNITS (CMU): ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75 HOLLOW LOAD-BEARING CMU TYPE 1 GRADE N-1 NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi f' _ MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF' )� , p ( m 1500 psi). GROUT ALL BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E E GRADE N-1 HOLLOW CONCRETE MASONRY UNIT LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE S WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - 4 ©4 -0 O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINF THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. # REINFORCING AT BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 HORIZONTAL JOINT REINFORCEMENT AT 16 O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MEAN ROOF HEIGHT ----------------------- EXISTING a BE A MINIMUM OF 6". ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - VARIES -1 �k a a CLAY MASONRY (BRICK): BUILDING CATEGORY ----------------------- 11 I I ----� BRICK SHALL BE IN ACCORDANCE WITH AS I M C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D t3 CONCRETE SPECIFICATIONS: ENCLOSURE CLASSIFICATION -----------------ENCLOSED DENOTES EDGE STRIP. ALL CONCRETE HcAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI INTERNAL PRESSURE COEFFICIENT -------------- f .18 a f---' SEE C & C CHART AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. I ABOVE FOR 'a' DIMENSION GENERAL NOTES: MATERIAL SPECIFICATIONS �, FOOTING AND FOUNDATIONS: L --- FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS � a RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF a ORGANIC MATERIAL AND COHESIVE CLAY SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. HARDWARE AND ANCHORS: o (CLAY) ANCHOR BOLTS &THREADED ROD: SHALL BE IN ACCORDANCE WITH FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 'f 7r .'r LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED.NL SS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE (D 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: WOOD FRAMING SPECIFICATIONS: (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACID OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT PRE-ENGINEERED WOOD TRUSSES: STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: !� INSTALLED AT ALL TRUSSES AS II•ATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFII._ES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARTRUSSES SHALL HAVE TEMPORARY BRACING PER COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP E CONNECTIONS SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING 2 STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, ( ) MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED ROOF COVERING SPECIFICATIONS: PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY MANUFACTURERS REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED'BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION CONNECTOR SYP SPF FASTENERS FL# CODE0 TYPE FASTENER INTERIOR LOAD BEARING wALL BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. A35 450 450 12-8dx11/2" 10446.4 GABLE X -BRACE H2.5T 600 520 5-8d EA. END 11478.3 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 --GUN NAILS H6-1/2 HEADER SIZE, JACK AND KING STUD H8 620 530 5-10dx1'/2" EA. END 11470.3 HIDDEN LINE DESIGNATES SIDE OF DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 --GUN NAILS _._-_ DESIGNATES SHEARWALL. THE QUANTITY. _________ RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING MTS12 1000 860 7-1Odx1'/2" EA. END 10456.3NAILING: TO BE APPLIED. 8d ® 3/6 HTS20 1450 1245 24-1Odx1'/2" EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS 8d@3-/6 DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 --GUN NAILS FIELD" MSTA36 2050 1870 13-10d EA. END 13872.8 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 --GUN NAILS ADJ -ADJACENT LG -Long 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 --GUN NAILS BM - BEAM MANUF - Manufacture HTT4 3480 3080 5 11496.2 RAFTER TO PLATE TOE NAIL (3-8d 3 -GUN NAILS BOT - BOTTOM MONO - Monolithic 1- /e"� ROD TO FTG. ) BRG - BEARING OC - On Center 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board HTT5 5250 4670 11496.2 ) DBL - DOUBLE PERP - Perpendicular 1-5/8"� ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d 3 -GUN NAILS DIA DIAMETER PRE ENG - Pre Engineered 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d© 16" O.C. @ EDGE EA - EACH PSF - Pounds per Square Foot �'"� as* 4-10d To JOIST LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inchprti CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED_' HU410 905 785 14-16d TO HEADER 10531.36 ( ) EQ - EQUAL QT - Quick Tie STUD TO SOLE PLATE TOE NAIL 3-16d 4 -GUN NAILS 6-16d TO JOIST EXT - EXTERIOR REINF - ReinforceJ`, P�\�e�� SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" FBC - FLORIDA BUILDING CODE SF - Square Foot 5/8 vsty°� ABU44 2200 0 ROD w/ 12-16d 10849.6 FDN - FOUNDATION SPF -Spruce Pine Fur ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6FT NAIL SPECIFICATIONS FTG-FOFOOTING THRU -S outhern Yellow Pine Through SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3 x0.131 O = GUN NAILS 2 x0.113 O = RINK SHANK HDR - HEADER TYP - Typical -P » > HORIZ - HORIZONTAL UON - Unless Otherwise Noted .�^' `�• 10-16d TO STUD/BEAM/POST 2 x0.113' = 6d 2 /2 x0.131 = 8d ♦,. t LTT20B 1675 1675 11496.3 3"x0.148" O = 10d 3'/2%0.162"0� = 16d ,LBS - POUNDS VERT - Vertical 1 -'/2 "0 ROD TO FTG. > >» WWF - Welded Wire Fabric 1 /2 x0.1 z8 0 = 1 Odx1 /2 11/2 x0.131 0 = 8Jx11/2 ' LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 Lou Fonti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PO Er" -s.. co N 311 STATE Luis A. _�o, PE FL Pr" 53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W U LL wLIJ L Q V) LuLLJ m < U O m Z � J � F. = Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 12/04/18 SCALE AS NOTED LPA No. CONTROL No. SHEET SO.0 SHEET 1 OF 5 FOUNDATION PLAN SCALE: 1/4" = V-0" ;T SEE EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE: 1. WATERPROOFING IS THE SOLE RESPONSIBILITY OF THE BUILDER 2. SLOPE DECK '/4 " PER V-0" 2x12 SYP#2 LEDGER. FASTEN Al I \AI(l(lfl AAFAARF-RC I F7QQ TL4 ANI IQ" 1 ,,-.. - , - ,_ 1 1 „ OFF -GRADE FRAMING PLAN SCALE: 1/4" = V-0- 210-2 HANGER SYP#2 DECK JOISTS i" 0. C. (TYP) 12-3 HANGER 210-2 HANGER SYP#2 DECK JOISTS i" O.C. (TYP) I BEAM TO POST /S2.0 (TYP) ?10-2 HANGER 2-3 HANGER SYP#2 DECK JOISTS " 0. C. (TYP) 110-2 HANGER Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 1111111111 /1j11 S A. PO N 311 STATE F 53 Luis A. Poi��, PE FL PgM311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING. ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W u J LL Z LLJ > � 0 QQ Lf) = w m �QU z m � pmQ D �-D 2 Q FOUNDATION & OFF -GRADE FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 12/04/18 SCALE AS NOTED LPA No. CONTROL No. SHEET S1.0 SHEET 2 OFrj HU210-2 OR HUC210-2 HANGER FASTEN TO SOLID WOOD _ _ -(2) 2 x 10--------_- ; V) o_ � Q �ry ww � rL qC p LL - CONTRACTOR VERIFY MIN. z (2)2x8-1/3 HEADER o w J z Q O m ~(2)2x12 fi-== == HU212-2 OR / HUC212-2 HANGER FASTEN EXISTING STRUCTURE TO TO SOLID WOOD REMAIN UNCHANGED U.O.N. CONTRACTOR VERIFY MIN. (2)9.25" LVL -2/3 (2)2x12 Cf) CD Y/ oz :D:2 1--Q � w�� LL - 0 0 CONTRACTOR VERIFY MIN. i o\l, (2)2x8-1/3 HEADER QO m ~_ (2)2x10 - - FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" N HU210-2 OR HUC210-2 HANGER FASTEN TO SOLID WOOD STRAP BEAM TO POST PER 3/S2.0 5210-2 HANGER 6x(3 P.T. SYP#2 POST SEE DETAIL 1/S2.0. (TYPICAL) TEN BEAM TO POST 7/S2.0 EN BEAM TO POST 7/S2.0 US210-2 HANGER STRAP BEAM TO POST APER 3/S2.0 u DECK AND LOW ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" DR CLARITY ONLY. VERIFY ALL EXISTING/NEW STRUCTURES, AND NOTIFY ENGINEER ,I OF ANY INTERFERENCES AND/OR ZUCTION DOCUMENTS AND/OR ACTUAL FIELD TEMPORARY BRACING/SHORING, TEMPORARY SURES NECESSARY TO PROTECT THE CTION. THE DESIGN ADEQUACY AND SAFETY THE CONTRACTOR. FE: WATERPROOFING IS THE SOLE RESPONSIBILITY OF THE BUILDER SLOPE DECK/4" PER 1'-0" ALL WOOD MEMBERS LESS THAN 18" ABOVE GRADE SHALL BE P.T. MATERIAL ALL EXPOSED METAL CONNECTORS SHALL BE S.S. OR H.D.G. SYP#2 LEDGER. FASTEN W/ (5)10d & "Ox5" LAG SCREWS @ 16" O.C. 3LE FULL DEPTH OARD SYP#2 DECK FS @ 16" 0. C. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 S A. PO E, �.. Gam:, No 311 - STATE LuisA.Wtigo, PE FL PE#53311 REVISIONS DATE tl FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U LL w LLJ > T O Q Q Lf) = W m r1l < z m � Z C) S Q FOUNDATION E WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD MJK /LAP DATE 12/04/18 SCALE AS NOTED LPA No. CONTROL No. SHEET SLI SHEET 3 OF cj SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = V-0" <6 P.T. SYP#2 QST STRAP TO =LOW w/ 4-CS16 TRAP BEAM TO POST ER 3/S2.0 (TYP) r G w EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4 ROOF FRAMING PLAN SCALE: 1/4" = V-0" I 12 SYP#2 ROOF ETERS @ 24" O.C. 4 SYP#2 OUTLOOKERS @ 24" O.C. )2x4 SPF#2 KING POST. STRAP P AND BOTTOM w/ (2)HTS16 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CE N0. 3 STA 0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO @ ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W uLL J w � T... D Q Q mwU ry <z m � pmQ S Q SECOND LEVEL WALL FRAMING & ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWIN GS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 12/04/18 SCALE AS NOTED LPA No. CONTROL No. SHEET S1.2 SHEET 4 OF rj Associates, Inc 420 Osceola Avenue Jax. Beach, Florida 32250 1.242-0908 Fax. 241-9557 L: CA # 8344 SO CA# 3579 \\ C E O" No. - STATE J� Luis A. Po- fi8o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w ULLwJ I Ljj = 0Q Q Lf) = w m r)l < U z m � pmQ 2 Q FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 12/04/18 SCALE AS NOTED LPA No. CONTROL No. SHEET 52.0 SHEET 5 OF cj 0 W U 0 0 a w D LLL U D w In } A J J Q w w U W _ U Q U _ O Y Z 0 w U 0 Q 0 0 N H } 0 U W Z J ry W� n O! �I BENCHMARK MAG NAIL AND DISC LB 3672 W EDGE sQF PAVEMENT f,§�4NAVD�T$ION 14.00 FOUND NAIL & DISC LB 3672 NORTH ING:2180639.4 EASTING:531150.3 14.1 HUGHES RESIDENCE CUT AND FILL CALCULATIONS SUMMARY THIS RENOVATION REQUIRES NO CUT AND FILL MODIFICATIONS. ANY INCIDENTAL FILL NEEDED WILL BE DEP COMPLIANT. SOILS CALCULATIONS: TOTAL NEW POOL EXCAVATION: (+)146 CUBIC YARDS EAST AREA FILL: (-) 37 CUBIC YARDS EXISTING POOL: (-) 75 CUBIC YARDS TOTAL: (+)34 CUBIC YARDS OF SOIL TO BE DISTRUBUTED EQUALLY THROUGHOUT HARDSCAPE. 100 I tsKIUK LJ .8 0.00 1 ��.77 Cx BRICK 0 Sn1 f .51 �.j _ 14.0 3 34.96' TO CCCL BENCHMARK I MAG NAIL AND DISC FOUND 1/2" IRON LB 3672 E SIDEF PIPE LB 1048 NORTH ING:2180589.6 WOOD POWER F EASTING:531154.7 ELEVATION 16.8 NAvn RR These materials are copyrighted and protected under Section 102 of the Architectural Works Copyriaht Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement one composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DEP NOTES THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-34 FLORIDA ADMINSITRATIVE CODE THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-98 MINIMUM DESIGN LOADSFOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. THE COMPONENTS AND CLADDING HAVE BEER! SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH THE SECTION 6 OF THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE ABOVE. DEP NOTES (CONTINUED) ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL MEET THE REQUIREMENTS CONTAINED IN SECTION 62B-34, FLORIDA ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION. ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P. THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE (SEE STRUCTURAL PLANS) NOTES 1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER THE DIRECTION OF THE EXISTING / NATURAL WATERSHED OF THE PROJECT PROPERTY. 2. NO ADDITIONAL WATERSHED SHALL BE CREATED DIRECTING WATER TOWARD THE EAST (OCEAN). 3. NO NEW WATERSHED SHALL BE CREATED DIRECTING WATER TO ADJACENT PROPERTIES. 4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED BY AN APPROVED CONSTRUCTION / BARRIER. 5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES. 6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. _j ^ _- W'29 2 -STORY WOOD ^ w <D Q,� ! ;o RESIDENCE #659 A � z� -3:10O 2 j28 O F -,W w 0- 2.4 n - DD Om Om mw _ J J 23 016. 21 Z -_-- --- --- ----- -2.4 W n4!` r+n1 -r/'1 r-%/1C%-rIAln r1Alnl rt1 111 I/1 Ir - A r% .. frl 156-141 TO BALCONY ROOF 80.8' - - 155.72' TO BALCONY DECK 147.54' TIO GENERAL PERMIT LINE 145.22' TO I ND FLR.WALL BUMP -OUT 14&7 .' 2 -STORY BLOCK & FRAME i RESIDENCE #647 LOT 3, BLOCK 15, ATLANTIC BEACH SUBDIVISION "A" (PLAT BOOK 5, PAGE 69) 14q 1' 1 SITE PLAN Asi-oo Scale: 1/8" = 1'-0" STONE WALL DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUC'T'ION. SEE GENERAL NOTES GENERAL NOTES 1. STRICT ADHERENCE TO 62.B-33.05(12) F.A.C. WILL BE REQUIRED AS IT RELATES TO INSTALLATION & TESTING OF ALL EASTERLY -FACING LIGHTS. 2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF 30 -WATT AMBER L.E.D. 3. POOL LIGHT FIXTURE SHALL BE A "TRUE AMBER" LED POOL LIGHT DIRECTED DOWNWARD. POOL LIGHT MUST MEET THE REQUIREMENTS SPECIFIED BY THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION. 4. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY F.A.C. 62B-33.007(5)(M)(N). 5. BLACK BAFFLES ON ALL FIXTURES. 6. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION WORK. VV114<J1 %. • - STONE WALL 11211 FOUND 2 IRON PIPE LB 169 0.00 603 Tfip'fl2" Ib 1 a 1 • 'ill3:i►�I 0.00 fP1/21y1bIS3295 FOUND 11211 IRON PIPE LB 3295 CONC WOOD WA I v 10.8 L - 09125118 a cn rn 0 0 coN co M M N � MC f0 LO O L a Cl? IT LL'I- O` - CY) O o LL co m LL N N CD ( U CO �O �O ON �� Qom' m� 0 E U')to F W �� -'- C) C- � M "r M NLO "t O Cj O N F r"I m c0 a? v C=3/)s) �� U)o > 0 a 0 > 0t a., Q °o fo c U � co N co N U CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL eR • ®142•�` 4 sj•F•••......•G�®�A CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: SMz LEGAL DESCRIPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE SITE PLAN AS1.00 LLi w D w'I �z U W F- & S U Q O 0 2 o j LU z z 0 I—'' Q O 0 Z �W o w U L LIJ _ O oLOT 4 I, 1 I i I NORTH 1/2 LLJ } O i O LL Q Z 0 w'I �z }'U) z,z & W O 0 �_ OU Z 1 Q I—'' Q 0 22 <,O D w, Cd i() z �e o F - LL ry f of LU u 0 J 0 j m 1 D U) j p U) w j I- D j W Q U0 > H LU LU 0 DFL W 1� co v 1 DEP NOTES I DEP NOTES (CONTINUED) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL STANDARDS ESTABLISHED IN SECTION 6213-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 6213-34, FLORIDA ADMINSITRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION. THE MAIN WIND FORCE RESISTING SYSTEMS ARE: DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADSFOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND THE SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER ACCORDANCE WITH THE SECTION 6 OF THE MINI UM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS) ABOVE. Q;D >'I �!� I I °m i n T *-I NO TH 1/2 j NORTH 1/2 216.62' TO EXISTING CONC. BULKHEAD 18.48' TO NEW DECK STAIRS r --156.14' TO BALCONY ROOF 1 5.72' TO BALCONY DECK 11,47.54'G NERAL PERMIT LINE 1 22"TND FLR.WALL BUMP -OUT 93.74' TO PORTIC 38' TO PORCH ROOF l EXISTING HOUSE NOTES 1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER THE DIRECTION OF THE EXISTING / NATURAL WATERSHED OF THE PROJECT PROPERTY. 2. NO ADDITIONAL WATERSHED SHALL BE CREATED DIRECTING WATER TOWARD THE EAST (OCEAN). 3. NO NEW WATERSHED SHALL BE CREATED DIRECTING WATER TO ADJACENT PROPERTIES. 4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED BY AN APPROVED CONSTRUCTION / BARRIER. 5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES. 6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. w'I �z }'U) z,z & j O 0 �_ OU Z 1 Q I—'' 0 22 <,O D w, Cd i() z �e F - LL O F- DEP NOTES I DEP NOTES (CONTINUED) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALL EXTERIOR LIGHTING SOURCES VISIBLE FROM THE OCEAN SHALL STANDARDS ESTABLISHED IN SECTION 6213-34 FLORIDA MEET THE REQUIREMENTS CONTAINED IN SECTION 6213-34, FLORIDA ADMINSITRATIVE CODE ADMINISTRATIVE CODE, MODEL LIGHTING ORDINANCE FOR MARINE TURTLE PROTECTION. THE MAIN WIND FORCE RESISTING SYSTEMS ARE: DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-98 MINIMUM DESIGN ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE LOADSFOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND THE SHALL BE SEGMENTED INTO 5'X5' MAXIMUM SIZE PANELS WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE D.E.P. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN THIS HOUSE IS EXISTING FRAMED CONSTRUCTION & FALLS UNDER ACCORDANCE WITH THE SECTION 6 OF THE MINI UM DESIGN LOADS GENERAL PERMIT USE. MINOR MODIFICATIONS TO THE STRUCTURE FOR BUILDINGS AND OTHER STRUCTURES MENTIONED IN THE NOTE (SEE STRUCTURAL PLANS) ABOVE. Q;D >'I �!� I I °m i n T *-I NO TH 1/2 j NORTH 1/2 216.62' TO EXISTING CONC. BULKHEAD 18.48' TO NEW DECK STAIRS r --156.14' TO BALCONY ROOF 1 5.72' TO BALCONY DECK 11,47.54'G NERAL PERMIT LINE 1 22"TND FLR.WALL BUMP -OUT 93.74' TO PORTIC 38' TO PORCH ROOF l EXISTING HOUSE NOTES 1. NO GRADE CHANGES ARE PROPOSED THAT WILL ALTER THE DIRECTION OF THE EXISTING / NATURAL WATERSHED OF THE PROJECT PROPERTY. 2. NO ADDITIONAL WATERSHED SHALL BE CREATED DIRECTING WATER TOWARD THE EAST (OCEAN). 3. NO NEW WATERSHED SHALL BE CREATED DIRECTING WATER TO ADJACENT PROPERTIES. 4. ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED BY AN APPROVED CONSTRUCTION / BARRIER. 5. NO STORM WATER SHALL BE DIRECTED ONTO DUNE SYSTEM / BEACH OR ONTO ADJACENT PROPERTIES. 6. REFER TO LANDSCAPING / HARDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES GENERAL NOTES 1. STRICT ADHERENCE TO 62,B-33.05(12) F.A.C. WILL BE REQUIRED AS IT RELATES TO INSTALLATION & TESTING OF ALL EASTERLY -FACING LIGHTS. 2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF 30 -WATT AMBER L.E.D. 3. POOL LIGHT FIXTURE SHALL BE A "TRUE AMBER" LED POOL LIGHT DIRECTED DOWNWARD. POOL LIGHT MUST MEET THE REQUIREMENTS SPECIFIED BY THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION. 4. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY F.A.C. 62B-33.007(5)(M)(N). 5. BLACK BAFFLES ON ALL FIXTURES. 6. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION WORK. mw� o�� W wY �I LUQ Q w > 0 co z w.LOT 2 w'I �z }'U) z,z & j O 0 �_ OU Z 1 Q I—'' 22 <,O D w, Cd i() z �e DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES GENERAL NOTES 1. STRICT ADHERENCE TO 62,B-33.05(12) F.A.C. WILL BE REQUIRED AS IT RELATES TO INSTALLATION & TESTING OF ALL EASTERLY -FACING LIGHTS. 2. THE EXTERIOR LIGHT BULBS SHALL BE A MAXIMUM OF 30 -WATT AMBER L.E.D. 3. POOL LIGHT FIXTURE SHALL BE A "TRUE AMBER" LED POOL LIGHT DIRECTED DOWNWARD. POOL LIGHT MUST MEET THE REQUIREMENTS SPECIFIED BY THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION. 4. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY F.A.C. 62B-33.007(5)(M)(N). 5. BLACK BAFFLES ON ALL FIXTURES. 6. ALL ELEVATION DATUMS ARE FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FOR DEFINITIVE APPLICATION OF DATUM DESIGNATIONS & APPROPRIATE ELEVATIONS. CONTRACTOR TO CALL ENGINEER FOR REVIEW OF SURVEYED DATUMS PRIOR TO COMMENCEMENT OF FOUNDATION WORK. mw� o�� W wY �I LUQ Q w > 0 co z w.LOT 2 EXIST. I NEW � CONST. ONST. � EXISTING CARRIAGE HOUSE EL. 14.0 ' EL. 15.1' Z - W U W - - --- __ J J Q w U W F- _ U Q U 0 Y Z O U Q 0 0 N F_ _ ri r O U These materials are copyrighted and protected under Section 102 of the Arc?itectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. EXISTING HOUSE w z J wl 0 w D 0 Z H U) X w DEP SUBMITTAL - 09125118 a o 0 N 00 co �t I` M CNI co M CN cocu N N Ln o Lo �M �(n o o co aS cfl U- N N N 'T Co N 7 > M m M l�eas�)< 0 Cp LO U) cM 21P � M M N LO C:) v o 04} �.� (D CCOO � CNO (D U CD 0 > CU o ELtF Q `0 m0 -r- CD ) U � N CD N M a7 r CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com I REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL � f'—®FFC,,, (i�t00 N • R142 ' o CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: Snaz �cvsa� PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE SITE SECTION AS1.01 IZ J w LL C Z— 0 _ U Z -' i I EXIST. I NEW � CONST. ONST. � EXISTING CARRIAGE HOUSE EL. 14.0 ' EL. 15.1' Z - W U W - - --- __ J J Q w U W F- _ U Q U 0 Y Z O U Q 0 0 N F_ _ ri r O U These materials are copyrighted and protected under Section 102 of the Arc?itectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. EXISTING HOUSE w z J wl 0 w D 0 Z H U) X w DEP SUBMITTAL - 09125118 a o 0 N 00 co �t I` M CNI co M CN cocu N N Ln o Lo �M �(n o o co aS cfl U- N N N 'T Co N 7 > M m M l�eas�)< 0 Cp LO U) cM 21P � M M N LO C:) v o 04} �.� (D CCOO � CNO (D U CD 0 > CU o ELtF Q `0 m0 -r- CD ) U � N CD N M a7 r CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com I REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL � f'—®FFC,,, (i�t00 N • R142 ' o CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: Snaz �cvsa� PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE SITE SECTION AS1.01 w U W H 2 U Z) Y Z 0 U r 0C) 0 N n 0 U hese rnaterials are copyrighted and protected under Section 102 of rhe Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall `orm of ,r__- structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. MATERIAL LEGEND G.W.B. RIGID INSULATION PLYWOOD STEEL ALUMINUM BRICK CMU STUD WALL CONCRETE ACOUST. TILE OR PANEL BATT INSULATION POROUS FILL (STONE OR GRAVEL) SOIL WOOD (FINISHED) DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALI., DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOT'E'S SYMBOL LEGEND XXX ABBREVIATIONS q x -x EXTERIOR A. Ax.xx D. ROOM XXX H. co N. a M U_ It M O 60' CLEAR FLOOR xx 2T-0" x 11'-2° MATERIAL &SIZE ��R AREA XXXX DOOR / CASED �O �C) NN �0, mm o a . SFO. SOLICITATION FOR OFFER ABV. ABOVE D D. DEPTH H. .HIGH N. NORTH MARKER SHWR. SHOWER ACOUST. ACOUSTICAL DBL. DOUBLE H.B. HOSE BIBB NAP. NAPKIN OIL x, -x° (xx.xx SHT. SHEET ACT ACOUSTICAL CEILING TILE DEMO. DEMOLITION H.C. HOLLOW CORE N.I.C. NOT IN CONTRACT SIM. SIMILAR A.D. AREA DRAIN DEPT. DEPARTMENT HCP HANDICAPPED NO. /# NUMBER TYPE 1 SP. STAIR PRESSURIZATION ADA AMERICANS WITH D.F. DRINKING FOUNTAIN HD. HEAD NOM. NOMINAL MARKER SPE. STAND PIPE EXTENSION Ax.xx Ax.x� DISABILITIES ACT DIA. DIAMETER HDF. HIGH DENSITY FIBER N.P.S. NATIONAL PIPE: SPECS. SPECIFICATIONS ADJ. ADJUSTABLE DIM. DIMENSION BOARD STANDARD SP. HD. SPRINKLER HEAD A.F.F. ABOVE FINISH FLOOR DISP. DISPENSER HDW. HARDWARE N.T.S. NOT TO SCALE SPKR. SPEAKER AJC ADJECENT DISPL. DISPOSAL HDWD HARDWOOD N/A. NOT APPLICABLE SQ. SQUARE ALS ACRYLIC LATEX SEALANT DN DOWN H.M. HOLLOW METAL ARCHITECT'S SEAL F F410 SQ. FT. SQUARE FOOT (FEET) ALUM. ALUMINUM DP. DAMPPROOFING HNCG. HOLLOW NEOPRENE O • AR 0014.2 0 ; SQ. YD(S). SQUARE YARD (S) ANDD. ANODIZED DR (S). DOOR (S) COMPRESSION GASKET . S.S. STAINLESS STEEL A.P. ACCESS PANEL D.S. DOWN SPOUT HOLD. HOLD DIMENSION LEGAL DESCRIPTION: SSS. SILICONE SANITARY APPROX. APPROXIMATE DTL. DETAIL HORIZ. HORIZONTAL OA. OUTSIDE AIR HUDSON SEALANT ARCH. ARCHITECTURAL DW. DRYWALL HP. HOLD POINT O.C. ON CENTER ST. STONE ASPH. ASPHALT DWG. DRAWINGS HR. HOUR O.D. OUTSIDE DIAMG=TER STD. STANDARD ASSEM. ASSEMBLY HT. HEIGHT DIMENSION ST STEEL AST. ASPHALT COMPOSITION HTH. HARD TROWEL, MOIST O.F.D. OVER -FLOW DRAIN STOL. OR. .STORAGE TILES E. E CURE AND HARDENER OFF. OFFICE STP. STAND PIPE AVG. AVERAGE HTS. HARD TROWEL, MOIST OPNG. OPENING STR. STAIR A.W.I. ARCHITECTURAL E. EAST CURE AND SEALER OPP.HD. OPPOSITE HAN D STRUCT. STRUCTURAL/STRUCTURE WOODWOORKING EA. EACH HVAC. HEATING, VENTILATING O.R.D. OVERFLOW ROOF DRAIN SUP. SUPPLY INSTITUTE E.C. ELECTRICAL CONTRACTOR AND AIR CONDITIONING O.H. OVERHANG EfFS. EXTERIOR INSULATION HW. HOT WATER OV.HD. OVERHEAD SUSP. SUSPENDED A / V AUDIO /VISUAL FINISH SYSTEM H/C. HANDICAPPED OZ. OUNCE SYM. SYMETRICAL EXPANSION JOINT EL. ELEVATION P ELEC. ELECTRICAL I • T T. B ELEV. ELEVATOR ICE ICE MAKER P. PAINT T. TREAD EM. ENTRANCE MAT I.D. INSIDE DIAMETER/ P.A. PUBLIC ADDRESS TBD. TO BE DETERMINED B. BALCONY ENCL. ENCLOSURE DIMENSION P.C. PRECAST CONCORETE TBS. TO BE SPECIFIED BC. BRICK COURSE ENG. ENGINEER IN. INCH PD. PLANTER DRAIN TE. TOILET EXHAUST BD. BOARD EPEJF. EXPANDED INCAD. INCANDESCENT PDR. POWDER TEL. TELEPHONE BITUM. BITUMINOUS POLYETHYLENE INFO INFORMATION PH. PENTHOUSE TEM. TEMPERATURE BK. BRICK JOINT FILLER INSUL. INSULATION PL PROPERTY LINE TEMP. TEMPERED BKT. BRACKET EQ. EQUAL INT.. INTERIOR PLAM. PLASTIC LAMINATE THD. THRESHOLD BLDG. BUILDING EQUIP. EQUIPMENT PLAS. PLASTIC THK. THICK BLKG. BLOCKING EST. ESTIMATE PLBG. PLUMBING TLT. TOILET BLT -IN. BUILT-IN E.W.C. ELECTRIC WATER COOLER J • PLST. PLASTER T.O. TOP OF BM. BEAM EXH. EXHAUST JAN. JANITOR PLYWD. PLYWOOD T.O.C. TOP OF CONCRETE BR. BRICK EXIST. ESITING JBOX JUNCTION BOX PNT. POINT T.O.D. TOP OF DECK BRG. BEARING EXP. EXPANSION JC. JANITORS CLOSET PNTD. PAINTED T.O.P. TOP OF PARAPET BRKT. BRACKET EXSB. EXTERIOR GRADE JST. JOIST POL. POLISHED T.O.S. TOP OF SLAB OR BUR. BUILT-UP ROOF SOFFIT BOARD JT. JOINT P.O.S. POINT OF SCALE TOP OF STEEL BZ. BRONZE EXT. EXTERIOR PP. PRECAST PAVERS T.O.M. TOP OF MASONRY PPMC. POLYISOBUTYLENE/ T.O.W. TOP OF WALL K. POLYBUTENE TV. TELEVISION F. KD. KNOCKED DOWN MASTIC COMPOUND TYP. TYPICAL KE. KITCHEN EXHAUST PR. PAIR TZ. TERRAZZO FAB. FABRICATE KIT. KITCHEN PSF. POUNDS PER �►QUARE FOOT T&G. TONGUE AND GROOVE F.D. FLOOR DRAIN KL KNURLED LEVER PT. PRESSURE TREATED FDN. FOUNDATION K.O. KNOCKOUT PTD. PAINTED F.E. FIRE EXTINGUISHER - PTN. PAINTED PARTITION U. F.E.C. FIRE EXTINGUISHER PVC. POLY VINYL CHLORIDE UL UNDERWRITER'S C CABINET L LABORATORY F.H.C. FIRE HOSE CABINET U.N.O. UNLESS NOTED CA. CONSTRUCTION FIN. FINISH L. LONG/LENGTH OTHERWISE ADMINISTRATOR FL. FLOOR LAM. LAMINATE Q USG. U.S. GYPSUM COMPANY CAB. CABINET FLUOR. FLUORESCENT LAV. LAVATORY QTY. QUANTITY C.B. CHALK BOARD FND. FOUNDATION LBS. POUNDS CBSN. CATCH BASIN FO. FACE OF LIN. LINEAR CC. CEMENTITIOUS COATING F.O.C. FACE OF CONCRETE LT. LIGHT/LIGHTING V CCT. COVE CERAMIC TILE F.O.F. FACE OF FINSIH L.W.C. LIGHT WEIGHT CONCRETE p V. VINYL FABRIC CEM. CEMENT F.O.S. FACE OF STUD V.B. VAPOR BARRIER C.G. CORNER GUARD FP. FIREPROOF M • R. RISER OR RADIUS VCT. VINYL COMPOSITION TILE C.I. CAST IRON FR. FIRE RATED M. METER RB. RESILIENT BA%;E VERT. VERTICAL C.I.P. CAST -IN-PLACE F.S. FLOOR SINK MACH. MACHINE R.C.P. REFLECTED CEILING PLAN VEST. VESTIBULE JOINT FT. FOOT OR FEET MAR. MARBLE R.D. ROOF DRAINCONTROL VIF. VERIFY IN FIELD CJF. CORK JOINT FILLER FTG.. FOOTING MAS. MASONRY RE: REFERENCE VWC. VINYL WALL COVERING CENTERLINE FURR. FURRING MAX. MAXIMUM RECT. RECTANGULAR CLG. CEILING F.V. FIELD VERIFY MC. MECHANICAL REFR. REFRIGERATOR/ CL. CLOSET F.V.C. FIRE VALVE CABINET CONTRACTOR REFRIGERATION CLR. CLEAR F & I FURNISH AND INSTALL MDF. MEDIUM DENSITY FIBER REINF. REINFORCED W • CMU CONCRETE MASONRY BOARD REQ'D. REQUIRED W. WEST OR WIDTH UNIT MOO. MEDIUM DENSITY REV. REVISION WC WATER CLOSET COL. COLUMN OVERLAY RF. ROOF WD. WOOD CONC. CONCRETE G. MECH. MECHANICAL RL. RELOCATED WH. WATER HEATER CONF. CONFERENCE G. GRANITE MEMB. MEMBRANE RLD. ROLLING DOOR WDW (S). WINDOW (S) CONN. CONNECTION GA. GUAGE MFD. MANUFACTURED RM. ROOM WP. WATERPROOF CONST. CONSTRUCTION GALV. GALVANIZED MFG. MANUFACTURING R.O. ROUGH OPENING WPMEM. WATERPROOF MEMBRANE CONT. CONTINUOUS G.C. GENERAL CONTRACTOR MFR. MANUFACTURER RRD. RADIUS ROOF DRAIN WPT. WORKING POINT CONTR. CONTRACTOR GD. GARAGE DRAIN MH. MANHOLE RT. RESILIENT TILE_ WR. WATER RESISTANT CORR. CORRIDOR GDIS. GARBAGE DISPOSAL MIN. MINIMUM WRGB. WATER RESISTANT CPT CARPET GFRC. GLASS FIBER REINFORCED MIRR. MIRROR GYPSUM BOARD CS. CONCEALED SPLINE CONCRETE MISC. MISCELLANEOUSWS S WET STACK CT CERAMIC TILE GL. GLASS MIW. MICROWAVE • WT. WEIGHT CTR. CENTER GR. GRADE M.O. MASONRY OPENING S. SOUTH W/ WITH CU. YD(S). CUBIC YARD (S) GRL. GUARDRAIL MRNG. MOLDED RESILIENT SAN. SANITARY W / I WITHIN CW. COLD WATER GUT. GUTTER NEOPRENE GASKET S.C. SOLID CORE W / O WITHOUT GWB. GYPSUM WALL BOARD MTD. MOUNTED SCHED. SCHEDULE GYP. GYPSUM MTL. METAL SECT. SECTION Y. GYP. BD. GYPSUM BOARD MULL. MULLION SEC'Y SECRETARY „ At A„ R •rT A , , I^ YH. YARD HYDRANT hese rnaterials are copyrighted and protected under Section 102 of rhe Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall `orm of ,r__- structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. MATERIAL LEGEND G.W.B. RIGID INSULATION PLYWOOD STEEL ALUMINUM BRICK CMU STUD WALL CONCRETE ACOUST. TILE OR PANEL BATT INSULATION POROUS FILL (STONE OR GRAVEL) SOIL WOOD (FINISHED) DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALI., DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOT'E'S SYMBOL LEGEND XXX q x -x EXTERIOR COLUMN GRID Ax.xx ELEVATION ROOM XXX ROOM DESIGNATION & NUMBER W/ FLOORING co ACCESSIBLE a M U_ It M O 60' CLEAR FLOOR xx 2T-0" x 11'-2° MATERIAL &SIZE ��R AREA XXXX DOOR / CASED �O �C) NN �0, mm o a OPENING SIZES u LOCATION Q ELEVATION �1 PARTITION x' -x° (xx.xx) V MARKER TYPE XXXX WINDOW SIZES F.F.E. () FLOOR PLAN OIL x, -x° (xx.xx ELEVATION 1 MARKER 2 A6.20 4 INTERIOR ELEVATION - - BREAK LINE 3 —01 ZL REVISION CONSULTANTS: NUMBER TYPE 1 CEILING HT. LOU PONTIGO & ASSOCIATES, INC. �FP01 FLOOR PATTERN TYPE BUILDING SECTION JACKSONVILLE BEACH, FL 32250 x -x x -x MARKER Ax.xx Ax.x� ax:xx REVISION: DATE DETAIL AREA x ' WALL SECTION l J MARKER PROJECT NORTH ARROW /x DETAIL MARKER REGIONAL MAP - FLORIDA Scale: N.T.S. 631 BEACH AVE. ATLANTIC BEACH, FLORIDA DEP SUBMITTAL - 09125118 q o 0 co W ch M co a M U_ It M O o co c (6ILL LL Zco Z C14 (q �O �C) NN �0, mm o a E� LO (n M u [� r- ccyi O M N �1 v o N C14 Q) � N U cn� �C) cno Q) > U Fn 4 a Q jF 000 m0 s � U � N ch N rn CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL F F410 �. °, • AR 0014.2 0 ; CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: [SMZ LEGAL DESCRIPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE ABBREVIATIONS A0.05 w U LU Q' 0 Y'. Zi0 U Q C) 0 0 N r a 0 U hese materials are copyrighrca anid protected under Secuon 102 a, the Arc-itectural Works Copyright Protection Act oi the copyright pro ecicns apply w the overall form of str.:ctures, the arrangement and composition or spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. - - - - -- o EXISTING 0, NEW GABLE ROOF GABLE ROOF I �w I III a- I I O 2 U A2.10% I I I 0 RIDGE W A -A A3.10 m , I I A2 �A4.15 w - NEW FINISHED \\- I' a BEAM O .. Z -I I U ~ NEW EDGE OF �� ROOF EAVE EXISTING Ile NEW CONSTRUCTION HIP ROOF ROOF PLAN MASTER BALCONY A1.10 Scale: 1/4" = V-0" NEW FINISHED BEAM (BELOW) NEW EDGE OF ROOF EAVE (BELOW) NEW EXISTING CONSTRUCTION CONSTRUCTION(BREAKAWAY) COL. COL. 8'-2" 1'-4" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OIC' ANY AND ALL, DISCREI'ANCIES PRIOR TO CONSTRUCTION. SEE GENERAI, NOTES 10'-5" 00 EXISTING L NEW N, r COL. '-- CONSTRUCTION CONSTRUCTION SECOND FLOOR PLAN - MASTER BALCONY Scale: 1/4" = V-0" PATH STUD / COL. COL. STEPS 15'-6" COL. DECK EXISTING e NEW CONSTRUCTION " CONSTRUCTION FIRST FLOOR PLAN - REAR LOGGIA Scale: 1/4" = V-0" DEP SUBMITTAL - 09125118 Q 0 0 co ~M M j N 04 a M Cr) CU 04O � LO4T LL O M M Nd = CU ` 04 Q. to 0)� m M Q D E(q In f c6 U-) �LO a� �9 8V) C� o� � N N N C,4 =3 U) C=) C)cn 0 (D >U CUU m .V 0 Q LO 0 -C m — EXISTING WALL__- N M N i I I (BELOW) LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 - — EXIST1146 SHED PH: (904) 242-0908 WEBSITE: www.lp-a.com REVISION: DATE ROOF (BELOW) 09/25/18 0 Q I � ARCHITECT'S SEAL BED #1 PANELS TO CY 3E i STALLED LU � 0 U BELOW Lb _ER8 @ GABLE • R 00142 • i 2O8 -yam (BELOW) {Y� Y�I r ; ti.Ju -" f 0-1ROOF CADD DWG. FILE NO. l � SCALE: AS SHOWN CADD USER ID: SMZ LEGAL DESCRIPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON O NEW CONSTRUCTION FIRST & SECOND FLOORS REAR LOGGIA & MASTER BALCONY A1.15 -HANbR/�1'L / BOOKCASE i I / ( / I NEW 2x6 'IP ' DECKING (GLU ED & / PLUGGED INSTALL 1 FULL W DTH / 2x6 'IPE' BO RD PAST FACE OF 2 " I COLUMN (T11P. @ BALCONY) A2.10 O MASTER a j— oo � b A -A — — --�— — \ MASTER BEDs A I — ch A3.10 \\ 207 13 i ( ! o U A2 + i ---NEW HAND IL (LOUVERED) \ I ASSEMBLY / 2x6 TAPERED A4.15 AF� \ & 2x FRAMING (TYP. - SEE SF T. A2.40 FOR A DD'L. INFO.) \ I NEW 1'-4"x1'-4" SQ. PEDESTA \ I WRAPPED / WOOD SHAKES TO \ I MATCH EXISTING (TYP. OF 2). \ -'— — ------ O \ HANDRAIL I U i - PANELS TO 1 STALLED BELO LQUV RobF BEi R$ @ GABLE SITTING AREA EXISTING WALL : I Q Q o 206 1 1 (BELOW) ( W o - a U -EXISTING SHED ROOF (BELOW) — I J — — - w U u 10'-5" 00 EXISTING L NEW N, r COL. '-- CONSTRUCTION CONSTRUCTION SECOND FLOOR PLAN - MASTER BALCONY Scale: 1/4" = V-0" PATH STUD / COL. COL. STEPS 15'-6" COL. DECK EXISTING e NEW CONSTRUCTION " CONSTRUCTION FIRST FLOOR PLAN - REAR LOGGIA Scale: 1/4" = V-0" DEP SUBMITTAL - 09125118 Q 0 0 co ~M M j N 04 a M Cr) CU 04O � LO4T LL O M M Nd = CU ` 04 Q. to 0)� m M Q D E(q In f c6 U-) �LO a� �9 8V) C� o� � N N N C,4 =3 U) C=) C)cn 0 (D >U CUU m .V 0 Q LO 0 -C m � Ucv N M N CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL , Y f • R 00142 • i -yam 1"'rFRED APP {Y� Y�I r ; ti.Ju -" f CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: SMZ LEGAL DESCRIPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE NEW CONSTRUCTION FIRST & SECOND FLOORS REAR LOGGIA & MASTER BALCONY A1.15 0 _m I- 0 LLI 0 W U 0 0 O Of a W 0 W U) D W m NEW EXISTING CONSTRUCTION CONSTRUCTION (BREAKAWAY) RIDGE HT. -- - —--- - - ---_ --- -- - - (+)32'-3" (EL. ??' NAVD) NOTE: REPAIR/ REPLACE EXISTING ROOFING AS NEEDED la_ Y NOTE: NEW TRIM CASING / SILLS — AROUND ALL EXISTING WINDOW - CONDITIONS (TYP.) I I — i I I I I I COL. -- - _ -_ MAI HOUSE -TOP PLATE _ 18'-8" (EL. ?7N II —_ / , �P , /../ I I _. I - NEW �,// INSTALLEDTALOLUE V D ER CAPITAL SP CI T RAEL EON F EXISTING IBE T ING I ir COLUMNS(TYP. BALCONY --- J_ / i I / r' PANES L TO BE INSTALLED L / I � �/%/ l� - ---NEW HB & G - 12" x 12" SQ. COLUMN i� ! ✓/ /� . LOUVERS @GABLE ROOF (TYP. OF 2) 1 / , ,I. / ---NEW HANDRAIL (LOUVERED)LIVERED — ,� ASSEMBLY W/ 2x6 TAPERED CAP & 2x I I - FRAMING (TYP. SEE SHT. A2.40 FOR -- _ ADD'L.INFO.) HO S TOP OF 2ND FIN. FLR.OIL - 0 3/4" (EL. ??' NAVD) -- NEW V -4"x1'-4" SQ. PEDESTAL WRAPPED W/ WOOD SHAKES TO aMATCH EXISTING (TYP. OF 2). NEW V4I 14ISQ. COLUMN WRAPPED EXISTING T MATCH W/ WOOD SHAKES O / / T >✓ / 9 6' i'. ✓, 1 -) (TYP. OF 4 , v. f.�frr COL. NEW C ND BOARD "AZEK" / P.T. 2 X BA j/7 j/j�% SYNTHETIC PRODUCT -OR- / - DPT KDT 2 EQUALALTERNATE WOO PTD a ✓ -I NEW STUCCO SYSTEM W M / CMU BASE W S (TYP. @ALL COLUMNS) MAIN OUS - OP OF 1ST FIN. FLR. --- — - -0 — '-0" (EL. ??' NAVD) FINISHED GRADE (REFER TO LANDSCAPING PLANS FOR ADD -L. INFO.) FINISHED GRADEmk /(-)2'4" (EL. ??' NAVD) — REAR LOGGIA / MASTER BALCONY 1.5 NEW CONSTRUCTION -SOUTH ELEVATION (RIGHT -SIDE VIEW) az.1s Scale: 1/4" = 1'-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ,,�E �� RIDGE 21 ��r ,- T/TSI / r / 1 - 12 /i / / /.✓I I I I I I , �i - 4 / 7LL Li1 ' III iI I. I I , FAUX' T I NEW P.T. 3/4"x3/4" COVE MOULDING Wl I - MTL. FLASHING OVER 2x6 WINDOW a _ - (OR DOOR) HEAD "AZEK" SYNTHETIC C -. COL. EQUAL UAL ALTERNATE i T KDT 2 P WOOD P TD (TYP. IF - APPLICABLE) MAIN HOUSE - TOP PLATEN - - (+)18'-8" EL. ??' NAVD r ' c l- N EW P.T. 2x4 STILE S (TYP. @/ NEWLOUVERED SCR4EN8ESHAKE CONDITIONS) O Hb.H.INSTALLED CAPITISTING COLUMNSP.BA NEW 4 X 4 CHAMFERED SILL ✓/ Z ' LAMINATED SYNTHETIC LUMBER OR g I aZ J FINISH H LUMBER (TYP. SHAKE O% MW�PAINTED) HB & G - 12"x 12CONDITIONS ALUMNU r///// / (TYP. OF 2 /(T ) '00/DRS. j / �/ / NEW L L ER P HANDRAIL OW _ AP & 2x 1' 4" J 1'=32" -NEW PLUMB -CUT P.T. 3x6 S.Y.P. RAFTER Er ��a� - .40 FOR I - TAILS ATTACHED TO ROOF - -- _-. I RAFTERS< @.PEDI I D .IN „ DD -L. FO _ I 12 12 I II 1 --- - I 24 O.C. PAINTED I 4D _ : �4 MAIN HOUSE TOP OF 2ND FIN. FIR.- ` -__ - NEW 1'-4"x1' EDESTAL c.>s-,o aia^ (EL.??' NAVD) - HANDRAIL WRAPPED W/ WOOD S70MATCH EXISTING (TYPI OF 2). 7C j x 0„ Vii, , / , /. - , NEW 14 QCOLUMNW RAPPED // f HAKE T MATH X /, ,:„ W/ WOOD SHAKES O C EXISTING r., / 1 00 14 4 / 1 Tr /,. I 1. 11./� ,�..//%',' / TYP. OF 4). C IC L. l �i i/ I / / ✓ COL.G COL. / / / , / ,, , l 1. _ r / I / , NEW 1 -4 x1 SQ CMU FOOTING I a, / W COLUMN W/STUCC BELOW NEW S O ,.._ SYSTEM % MAIN HOUSE - TOP OF 1ST FIN. FLR. I � t - _ . ?? N 0 0 (EL AVD) -_ FINISHED GRADE OIL (-)2'-4" (EL. ??' NAVD) �afiA �A3.10 REAR LOGGIA / MASTER BALCONY 2.5 NEW CONSTRUCTION - EAST ELEVATION (REAR VIEW) A2.15 Scale: 1/4" = V-0" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCRE.PANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NEW l II I iL it I I lis I -- C CO 1 I I ii 1I MAIN HOUSE - TOP PUITE (+)18'-8" (EL. ??' NAVD) NEW LOUVERED SCREEN TO BE II / / I ✓/ INSTALLEDAPITAL F EXISTING I I / C O 7r r r COLUMNS TYP. @ BALCONY I / v / , jv ,11 I I 77/7 NEW PjN LS TO BE INSTALLED BELOW it . /i, / J /, I: NEW _ �I E HB & G 12" 12" S . COLUMN ;/ x M LOUVERS GABLE ROOF , tl @ �: I /, „I , / TYP. OF 2 / / / 2)- MEN / / /X /r / NEW HANDRAIL(LOUVERED) -- ASSEMBLY W/ 2x6 TAPERED CAP & 2xFRAMING TYP. - SEE SHT. A2.40 FOR ADD'L. INFO.MAIN HOUSE -TO (+)9'-10 3/4" (EL. ??' NAV NEW 1'-4"x1'-4" SQ. PEDESTAL - WRAPPED W/ WOOD SHAKES TO MATCH EXISTING (TYP. OF 2). � - NEW 1'4"x1'4" UM / SQ . COLUMN WRAPPED ' .H .a C /r / / G i W/ WOOD D HAK S ES TO MATCH EXISTING / C LCI,. L. I?T / n.- k/ NEW P.T. 2 X BAND BOARD "AZEK" C L j/ /. SYNTHETIC PRODUCT OR- EQUALALTERNATE - WOOD PT KDT 2 I Y/ / / PTD / NEW CMU BASE W/ STUCCO SYSTEM (TYP. @ ALL COLUMNS) MAIN HOUSE - TOP O 1 FIN. LR. _ 0'-0" (EL. ??' NAVD) FINISHED GRADE (REFER TO , LANDSCAPING PLANS FORADD'L. INFO.) /-LFINISHED GRADE REAR LOGGIA / MASTER BALCONY NEW CONSTRUCTION - NORTH ELEVATION (LEFT -SIDE VIE Scale: 1/4" = V-0" NEW A2 / A -A DESCRIPTION II EXISTING or CONSTRUCTION O 'DURA ROCK' W/ KERDI SYSTEM A4.15 A2.10 CONSTRUCTION (BREAKAWAY) 'DITRA' WATERPROO FtNG MEMEBRANE MONI ALL OPENINGS TO RECEIVE'FAST FLASH' O FLUID APPLIED FLASHING (DOORS & -- -- FIMBLE OVERHEAD DOOR - FLAT CYPRESS NOTE: REMOVE EXISTING WINDOW CLADDING TO MATCH DESIGN. MFG: REFER TO CIVIL DRAWINGS FOR PROPERTY 4O LINES, SET BACKS, BUILDING LOCATION, FINISHED FLOOR ELEVATIONS, SERVICE P: (904) 731-4544 LOCATIONS, GRADING, TOPOGRAPHICAL, RES WN BLUE LABEL ROYAL WESTERN RED (� COL.A� MUNTINS. NEW WINDOW MUNTIN I 'CEDAR BREATHER' VENTILATED ADDITIONAL INFORMATION REGARDING I I - ` 5 O - TOP OF PLATE ( MAIN HOUSE) PATTERN SHOWN (SEE INDIVIDUAL HORSHAM, PA 19044 DIMENSIONS, SHAPES, & MATERIALS (+)18'-8" (EL. ??' NAVD) REFER TO STRUCTURAL DRAWINGS FOR O O6 ADDITIONAL INFORMATION REGARDING TRUSSES, JOISTS, STRUCTURAL MEMBERS, *RAINSCREEN "HOME SLICKER" BY ' MASTER WINDOWS (TYP.) REINFORCEMENT, & FOUNDATION I ' BALCONY BY VULKEM ) OVER 5/8" STRUCTURAL ALL ADD TI I ONAL INFORMATION ON MATERI AL ' X013 RIDGE HT. RIDGE HT. -, - , _ : TRADITIONAL 3 -COAT W/ FINE SAND FLOAT - - LL O32 3 . (EL..NAVD) O32' 3" (EL... NAVD) I O9 LOW LUSTER ELASTOMERIC ON ALL STUCCO Z LOCATIONS 10 ALL 'STARTER COURSES' OF ROOF - �1 3/4 DOUBLE SHINGLE. TOP OF 2ND FIN. FLR. MAIN HOUSEI iLj1' I, TRUSSES AS PER FBC R302.12 (+)9'-10 3/4" (EL. ??' NAVD) � L - .. 11 _ , < < !_ CROWN MOULD PROFILE (S&S CRAFTSMAN IN COMPLIANCE W/ FBC R322.16. I. . _, , _ CATALOG #3453 3/4"X 3-1/2" OVER 1 X 6 NOTE: REPAIR /REPLACE EXISTING FACIA AZEK -OR- EQUAL SYNTHETIC REAR NOTE: REPAIR / REPLACE EXISTING BETWEEN GUARDS(PICKETS) S NO WIDER THEN ( ) I LOGGIA - CATALOG #400) 1-3/16" X 5- 3/4" ''�" 11-4" GSL. COL 1 ,_ I _, I 003 ROOFING AS NEEDED ❑L I ROOFING AS NEEDED r. HALF -ROUND COPPER GUTTER SYSTEM ❑6" M IU I , � / _a .; _ TOP OF 1ST FIN. FLR. (MAIN HOUSE),IF, -*0 NOTE: NEW TRIM CASING / SILLS 0'-0" (EL. ??' NAVD) I NOTE: NEW TRIM CASING / SILLS _. FINISHED GRADE =WALL SECTION REAR LOGGIA / MASTER AROUND ALL EXISTING WINDOW BUILDING SECTION (LOOKING AROUND ALL EXISTING WINDOW ' '�T �' - a CADD USER ID: CONDITIONS (TYP.) LEGAL DESCRIPTION: CONDITIONS (TYP.) ,,�E �� RIDGE 21 ��r ,- T/TSI / r / 1 - 12 /i / / /.✓I I I I I I , �i - 4 / 7LL Li1 ' III iI I. I I , FAUX' T I NEW P.T. 3/4"x3/4" COVE MOULDING Wl I - MTL. FLASHING OVER 2x6 WINDOW a _ - (OR DOOR) HEAD "AZEK" SYNTHETIC C -. COL. EQUAL UAL ALTERNATE i T KDT 2 P WOOD P TD (TYP. IF - APPLICABLE) MAIN HOUSE - TOP PLATEN - - (+)18'-8" EL. ??' NAVD r ' c l- N EW P.T. 2x4 STILE S (TYP. @/ NEWLOUVERED SCR4EN8ESHAKE CONDITIONS) O Hb.H.INSTALLED CAPITISTING COLUMNSP.BA NEW 4 X 4 CHAMFERED SILL ✓/ Z ' LAMINATED SYNTHETIC LUMBER OR g I aZ J FINISH H LUMBER (TYP. SHAKE O% MW�PAINTED) HB & G - 12"x 12CONDITIONS ALUMNU r///// / (TYP. OF 2 /(T ) '00/DRS. j / �/ / NEW L L ER P HANDRAIL OW _ AP & 2x 1' 4" J 1'=32" -NEW PLUMB -CUT P.T. 3x6 S.Y.P. RAFTER Er ��a� - .40 FOR I - TAILS ATTACHED TO ROOF - -- _-. I RAFTERS< @.PEDI I D .IN „ DD -L. FO _ I 12 12 I II 1 --- - I 24 O.C. PAINTED I 4D _ : �4 MAIN HOUSE TOP OF 2ND FIN. FIR.- ` -__ - NEW 1'-4"x1' EDESTAL c.>s-,o aia^ (EL.??' NAVD) - HANDRAIL WRAPPED W/ WOOD S70MATCH EXISTING (TYPI OF 2). 7C j x 0„ Vii, , / , /. - , NEW 14 QCOLUMNW RAPPED // f HAKE T MATH X /, ,:„ W/ WOOD SHAKES O C EXISTING r., / 1 00 14 4 / 1 Tr /,. I 1. 11./� ,�..//%',' / TYP. OF 4). C IC L. l �i i/ I / / ✓ COL.G COL. / / / , / ,, , l 1. _ r / I / , NEW 1 -4 x1 SQ CMU FOOTING I a, / W COLUMN W/STUCC BELOW NEW S O ,.._ SYSTEM % MAIN HOUSE - TOP OF 1ST FIN. FLR. I � t - _ . ?? N 0 0 (EL AVD) -_ FINISHED GRADE OIL (-)2'-4" (EL. ??' NAVD) �afiA �A3.10 REAR LOGGIA / MASTER BALCONY 2.5 NEW CONSTRUCTION - EAST ELEVATION (REAR VIEW) A2.15 Scale: 1/4" = V-0" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCRE.PANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NEW l II I iL it I I lis I -- C CO 1 I I ii 1I MAIN HOUSE - TOP PUITE (+)18'-8" (EL. ??' NAVD) NEW LOUVERED SCREEN TO BE II / / I ✓/ INSTALLEDAPITAL F EXISTING I I / C O 7r r r COLUMNS TYP. @ BALCONY I / v / , jv ,11 I I 77/7 NEW PjN LS TO BE INSTALLED BELOW it . /i, / J /, I: NEW _ �I E HB & G 12" 12" S . COLUMN ;/ x M LOUVERS GABLE ROOF , tl @ �: I /, „I , / TYP. OF 2 / / / 2)- MEN / / /X /r / NEW HANDRAIL(LOUVERED) -- ASSEMBLY W/ 2x6 TAPERED CAP & 2xFRAMING TYP. - SEE SHT. A2.40 FOR ADD'L. INFO.MAIN HOUSE -TO (+)9'-10 3/4" (EL. ??' NAV NEW 1'-4"x1'-4" SQ. PEDESTAL - WRAPPED W/ WOOD SHAKES TO MATCH EXISTING (TYP. OF 2). � - NEW 1'4"x1'4" UM / SQ . COLUMN WRAPPED ' .H .a C /r / / G i W/ WOOD D HAK S ES TO MATCH EXISTING / C LCI,. L. I?T / n.- k/ NEW P.T. 2 X BAND BOARD "AZEK" C L j/ /. SYNTHETIC PRODUCT OR- EQUALALTERNATE - WOOD PT KDT 2 I Y/ / / PTD / NEW CMU BASE W/ STUCCO SYSTEM (TYP. @ ALL COLUMNS) MAIN HOUSE - TOP O 1 FIN. LR. _ 0'-0" (EL. ??' NAVD) FINISHED GRADE (REFER TO , LANDSCAPING PLANS FORADD'L. INFO.) /-LFINISHED GRADE REAR LOGGIA / MASTER BALCONY NEW CONSTRUCTION - NORTH ELEVATION (LEFT -SIDE VIE Scale: 1/4" = V-0" NEW TAG DESCRIPTION II EXISTING or CONSTRUCTION O 'DURA ROCK' W/ KERDI SYSTEM 2 O CONSTRUCTION (BREAKAWAY) 'DITRA' WATERPROO FtNG MEMEBRANE MONI ALL OPENINGS TO RECEIVE'FAST FLASH' O FLUID APPLIED FLASHING (DOORS & WINDOWS) FIMBLE OVERHEAD DOOR - FLAT CYPRESS MFG: PROSOCO OR EQUAL CLADDING TO MATCH DESIGN. MFG: REFER TO CIVIL DRAWINGS FOR PROPERTY 4O LINES, SET BACKS, BUILDING LOCATION, FINISHED FLOOR ELEVATIONS, SERVICE P: (904) 731-4544 LOCATIONS, GRADING, TOPOGRAPHICAL, RES WN BLUE LABEL ROYAL WESTERN RED (� COL.A� 4.15 I 'CEDAR BREATHER' VENTILATED ADDITIONAL INFORMATION REGARDING I I - ` 5 O DRIVEWAY, COURTYARD, BREEZEWAY, REEZEWAY TOP OF PLATE ( MAIN HOUSE) I- HORSHAM, PA 19044 DIMENSIONS, SHAPES, & MATERIALS (+)18'-8" (EL. ??' NAVD) REFER TO STRUCTURAL DRAWINGS FOR O O6 ADDITIONAL INFORMATION REGARDING TRUSSES, JOISTS, STRUCTURAL MEMBERS, *RAINSCREEN "HOME SLICKER" BY ' MASTER BENJAMIN OBDYKE REINFORCEMENT, & FOUNDATION I ' BALCONY BY VULKEM ) OVER 5/8" STRUCTURAL ALL ADD TI I ONAL INFORMATION ON MATERI AL ' X013 MFG. GUIDELINES SHELVING DETAIL DIMENSIONING, ARTISAN SERIES SIDING LOCATIONS, MOULDINGS, CEILING WALL, & TRADITIONAL 3 -COAT W/ FINE SAND FLOAT FLOOR FINISHES 8 O SEMI -GLOSS LATEX PAINT W/ PRIMERN O J <O I O9 LOW LUSTER ELASTOMERIC ON ALL STUCCO Z LOCATIONS 10 ALL 'STARTER COURSES' OF ROOF - WALL MOUNTED STEP LIGHT 3/4 DOUBLE SHINGLE. TOP OF 2ND FIN. FLR. MAIN HOUSEI r 11 TRUSSES AS PER FBC R302.12 (+)9'-10 3/4" (EL. ??' NAVD) ----- --------- -------REAR CROWN MOULD PROFILE (S&S CRAFTSMAN IN COMPLIANCE W/ FBC R322.16. 13 O BALCONY HANDRAIL - HANDRAIL H RA EIGHT NO CATALOG #3453 3/4"X 3-1/2" OVER 1 X 6 LESS THEN" A 36 S PER FBC R312.2.RIP G SIZE FACIA AZEK -OR- EQUAL SYNTHETIC REAR PRODUCT ALTERNATE - WOOD BETWEEN GUARDS(PICKETS) S NO WIDER THEN ( ) I LOGGIA - CATALOG #400) 1-3/16" X 5- 3/4" ''�" 11-4" GSL. COL AZEK -OR- EQUAL SYNTHETIC PRODUCT 003 ^ Z ❑L I L. HALF -ROUND COPPER GUTTER SYSTEM ❑6" M IU _ TOP OF 1ST FIN. FLR. (MAIN HOUSE),IF, ------------------- -*0 0'-0" (EL. ??' NAVD) I _. FINISHED GRADE =WALL SECTION REAR LOGGIA / MASTER BALCONY BUILDING SECTION (LOOKING NORTH) Scale: 1/4" = V-0" L GENERAL NOTES TAG DESCRIPTION II ALL SHOWER AREA WALL TO RECEIVE O 'DURA ROCK' W/ KERDI SYSTEM 2 O BATHROOM / LAUNDRY FLOORS TO RECEIVE 'DITRA' WATERPROO FtNG MEMEBRANE � 0 0 Mco d• � ALL OPENINGS TO RECEIVE'FAST FLASH' O FLUID APPLIED FLASHING (DOORS & WINDOWS) FIMBLE OVERHEAD DOOR - FLAT CYPRESS MFG: PROSOCO OR EQUAL CLADDING TO MATCH DESIGN. MFG: REFER TO CIVIL DRAWINGS FOR PROPERTY 4O LINES, SET BACKS, BUILDING LOCATION, FINISHED FLOOR ELEVATIONS, SERVICE P: (904) 731-4544 LOCATIONS, GRADING, TOPOGRAPHICAL, RES WN BLUE LABEL ROYAL WESTERN RED VEGETATION, & DRAINAGE REQUIREMENTS. CEDAR 18: SHINGLES W/ 5 1/2" EXPOSURE. REFER TO LANDSCAPE DRAWINGS FOR 'CEDAR BREATHER' VENTILATED ADDITIONAL INFORMATION REGARDING UNDERLAYMENT OR FURRING (TYP.)MFG: GRADING, PROPERTY ELEVATIONS, 5 O DRIVEWAY, COURTYARD, BREEZEWAY, REEZEWAY 400 BABYLON RD., STE. A DECKING, LOGGIAS, & POOL LOCATIONS, HORSHAM, PA 19044 DIMENSIONS, SHAPES, & MATERIALS CORP. OFF. #:215-672-7200 REFER TO STRUCTURAL DRAWINGS FOR O O6 ADDITIONAL INFORMATION REGARDING TRUSSES, JOISTS, STRUCTURAL MEMBERS, *RAINSCREEN "HOME SLICKER" BY WALL COMPOSITION, CONNECTIONS, BENJAMIN OBDYKE REINFORCEMENT, & FOUNDATION *FLUID APPLIED MEMBRANE (EXOAIRE 230 REFER TO INTERIOR DRAWINGS FOR BY VULKEM ) OVER 5/8" STRUCTURAL ALL ADD TI I ONAL INFORMATION ON MATERI AL O7 FINISHES,BUILT-IN CABINETRY, COUNTERS MFG. GUIDELINES SHELVING DETAIL DIMENSIONING, ARTISAN SERIES SIDING LOCATIONS, MOULDINGS, CEILING WALL, & TRADITIONAL 3 -COAT W/ FINE SAND FLOAT FLOOR FINISHES 8 O SEMI -GLOSS LATEX PAINT W/ PRIMERN O CORNERS ALL TRIM O9 LOW LUSTER ELASTOMERIC ON ALL STUCCO LUCKY STREET LANTERNS, LLC LOCATIONS 10 ALL 'STARTER COURSES' OF ROOF - WALL MOUNTED STEP LIGHT 3/4 DOUBLE SHINGLE. 'IPE' DECKING (2x4 - GLUED & PLUGGED) PROVIDE DRAFTSTOPPING ON ALL FLOORING 11 TRUSSES AS PER FBC R302.12 12 LOCATION OF A/C CONDENSOR UNITS TO BE CROWN MOULD PROFILE (S&S CRAFTSMAN IN COMPLIANCE W/ FBC R322.16. 13 O BALCONY HANDRAIL - HANDRAIL H RA EIGHT NO CATALOG #3453 3/4"X 3-1/2" OVER 1 X 6 LESS THEN" A 36 S PER FBC R312.2.RIP G SIZE FACIA AZEK -OR- EQUAL SYNTHETIC AS PER' TYPE ['OF FBC R311.7.7.3 OPENING PRODUCT ALTERNATE - WOOD BETWEEN GUARDS(PICKETS) S NO WIDER THEN ( ) BED MOULD PROFILE 4 3/8" AS PER FBC R312.3. PRODUCT NOTES SYMBOL DESCRIPTION II ANDERSEN WINDOWS Q SERIES W ANDERSEN DOORS � 0 0 Mco d• � Al SERIES'A' FIMBLE OVERHEAD DOOR - FLAT CYPRESS CLADDING TO MATCH DESIGN. MFG: N C N LL LL.� CLOPAY OR COMPARABLE VENDOR P: (904) 731-4544 RES WN BLUE LABEL ROYAL WESTERN RED � N > 0 :30) m M CEDAR 18: SHINGLES W/ 5 1/2" EXPOSURE. 'CEDAR BREATHER' VENTILATED UNDERLAYMENT OR FURRING (TYP.)MFG: (0 LO Lci L0 MO M N �r o L o co U m N N BENJAMIN OBDYKE INCORPORATED 400 BABYLON RD., STE. A HORSHAM, PA 19044 cn� �� cn0 CORP. OFF. #:215-672-7200 FAX: 215-672-3731 *RAINSCREEN "HOME SLICKER" BY U — U BENJAMIN OBDYKE C1 *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL m 0 � PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES C2 ARTISAN SERIES SIDING N "t M N TRADITIONAL 3 -COAT W/ FINE SAND FLOAT D FINISH (PAINTED) W/ 'HAND -RUBBED' CORNERS FIXTURE'B' - CERT. #: 2014-012 TURTLE LIGHT 2 LUCKY STREET LANTERNS, LLC E1 FIXTURE'Z' - CERT. #: 2008-007 L-012 WALL MOUNTED STEP LIGHT 1 'IPE' DECKING (2x4 - GLUED & PLUGGED) ❑G JACK ARNOLD QUEEN COPPER CAP H❑ COPPER FINIAL CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800 -992 -WOOD) J ❑ CATALOG #3453 3/4"X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- EQUAL SYNTHETIC 09/25/18 PRODUCT ALTERNATE - WOOD BED MOULD PROFILE CATALOG #400) 1-3/16" X 5- 3/4" ❑(S&S K AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD ❑L HARDIESOFFIT - NON VENTED SMOOTH HALF -ROUND COPPER GUTTER SYSTEM ❑6" M (TYP. @ ALL EXIST. GUTTER LOCATIONS) DEP SUBMITTAL - 09125118 II Q � 0 0 Mco d• � co 04 ca M MN (6 N CU I L0 0 L a M U_M O N C N LL LL.� �� U N t[S � N > 0 :30) m M O ¢� ,C fn MM U d M (0 LO Lci L0 MO M N �r o L o co U m N N (q — _ cn� �� cn0 - 0 U U — U �wrA Q O �O O «a m 0 � s= c 0 .4 U) co I. N "t M N CONSULTANTS: STRUCTURAL: LOU PONTIGO &ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL OF FLO -*0 �I�`` • AR 00142 RED A CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: SMZ LEGAL DESCRIPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE REAR LOGGIA / MASTER BALCONY EXTERIOR ELEVATIONS SOUTH, EAST, & NORTH A2.15 w O w w w J J Q w U w H U Q _ U Y Z O cc U O Q C) 0 0 N r r a O U EXISTING NSTRUCT NEW CONSTRUCTION (BREAKAWAY) - - —NEW P.T. 2 X BABD BOARD "AZEK" --------------------------------------------------------------- --s-- _ - SYNTHETIC PRODUCT -OR- - -- - - -- EQUALALTERNATE - WOOD PT KDT 2 PTD REAR LOGGIA / MASTER BALCONY Al WALL SECTION 'A1' (LOOKING NORTH) These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protectior Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. Scale: 3/4" = V-0" e L DESCRIPTION ALL SHOWER AREA WALL TO RECEIVE O 'DURA ROCK' W/ KERDI SYSTEM O BATHROOM / LAUNDRY FLOORS TO RECEIVE Al `v 0 0 CN co I� M M ALL OPENINGS TO RECEIVE'FAST FLASH' O FLUID APPLIED FLASHING (DOORS & WINDOWS) N L N Co CU Ul O U-) -D O I- LL rtC? MFG: PROSOCO OR EQUAL REFER TO CIVIL DRAWINGS FOR PROPERTY OFINISHED LINES, SET BACKS, BUILDING LOCATION, FLOOR ELEVATIONS, SERVICE CU LOCATIONS, GRADING, TOPOGRAPHICAL, VEGETATION, & DRAINAGE REQUIREMENTS. ❑C REFER TO LANDSCAPE DRAWINGS FOR OE ADDITIONAL INFORMATION REGARDING PROPERTY ELEVATIONS, OGRADING, 5 - NEW 1x6T&G-- M Na tO O+CO C:) ONOND DECKING, LOGGIAS, & POOL LOCATIONS, DIMENSIONS, SHAPES, & MATERIALS 1' V.4" 4„ -- 1' " WALL COMPOSITION, CONNECTIONS, NEW MOULDING REINFORCEMENT, & FOUNDATION COLUMN, COLUMN C2 ADDITIONAL INFORMATION ON MATERIAL O FINISHES, BUILT-IN CABINETRY, COUNTERS, ❑TRADITIONAL D - CO COL - ---- LOCATIONS, MOULDINGS, CEILING, WALL, & ❑E FLOOR FINISHES O SEMI -GLOSS LATEX PAINT W/ PRIMER ON E1 REAR I LOW LUSTER ELASTOMERIC ON ALL STUCCO NEW 1'-4"x1'-4" SQ. COLUMNS WRAPPED LOCATIONS LOGGIA ALL 'STARTER COURSES' OF ROOF - 10 3/4 DOUBLE SHINGLE. W/ WOOD SHAKES TO MATCH EXISTING PROVIDE DRAFTSTOPPING ON ALL FLOORING - .01 z _ z 12 LOCATION OF A/C CONDENSOR UNITS TO BE JACKSONVILLE BEACH, FL 32250 IN COMPLIANCE W/ FBC 8322.16. 13 BALCONY HANDRAIL - HANDRAIL HEIGHT NO LESS THEN 36" AS PER FBC R312.2. GRIP SIZE PH: (904) 242-0908 AS PER'TYPE I' OF FBC R311.7.7.3 OPENING K �o o v v 4 3/8" AS PER FBC R312.3. REVISION: DATE HARDIESOFFIT - NON VENTED SMOOTH DEP SUBMITTAL 09/25/18 HALF -ROUND COPPER GUTTER SYSTEM --- NEW 2x6 'IPE' DECKING (GLUED &- -- -- . - (TYP. @ ALL EXIST. GUTTER LOCATIONS) PLUGGED INSTALL 1 FULL WIDTH 2x6 'IP ' BOARD PAST FACE OF COLUMN (TYP. @ BALCONY) I /- NE:W P.T. 2 X BAND BOARD "AZEK" NEW 2x FLOORING SYSTEM (SE STRIJ - -- SYNTHETIC PRODUCT -OR- ■ FOR ADD -L. INFO.) _ � _ EQUALALTE NATE - WOOD PT KDT 2 PTD TOP/6F 1ST FIN. FLR. (MAIN HOUSE) - — - - 0' 0" (EL. ?T NAVD) OF FLS - NEW CMU BASE W/ STUCCO SYSTEM (TYP. \N INN �• AR 0142 �'• @ ALL COLUMNS) ------------------- a REAR LOGGIA / MASTER BALCONY Al WALL SECTION 'A1' (LOOKING NORTH) These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protectior Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. Scale: 3/4" = V-0" REAR LOGGIA / MASTER BALCONY PARTIAL ELEVATION (LOOKING WEST Scale: 3/4" = V-0" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT 0I7' ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES GENERAL NOTES e L DESCRIPTION ALL SHOWER AREA WALL TO RECEIVE O 'DURA ROCK' W/ KERDI SYSTEM O BATHROOM / LAUNDRY FLOORS TO RECEIVE Al `v 0 0 CN co I� M M ALL OPENINGS TO RECEIVE'FAST FLASH' REAR LOGGIA / MASTER BALCONY PARTIAL ELEVATION (LOOKING WEST Scale: 3/4" = V-0" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT 0I7' ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES GENERAL NOTES e L DESCRIPTION ALL SHOWER AREA WALL TO RECEIVE O REAR LOGGIA / MASTER BALCONY PARTIAL ELEVATION (LOOKING WEST Scale: 3/4" = V-0" DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT 0I7' ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES GENERAL NOTES TAG DESCRIPTION ALL SHOWER AREA WALL TO RECEIVE O 'DURA ROCK' W/ KERDI SYSTEM O BATHROOM / LAUNDRY FLOORS TO RECEIVE Al 'DITRA' WATERPROOFING MEMEBRANE 0 0 CN co I� M M ALL OPENINGS TO RECEIVE'FAST FLASH' O FLUID APPLIED FLASHING (DOORS & WINDOWS) N L N Co CU Ul O U-) -D O I- LL rtC? MFG: PROSOCO OR EQUAL REFER TO CIVIL DRAWINGS FOR PROPERTY OFINISHED LINES, SET BACKS, BUILDING LOCATION, FLOOR ELEVATIONS, SERVICE CU LOCATIONS, GRADING, TOPOGRAPHICAL, VEGETATION, & DRAINAGE REQUIREMENTS. ❑C REFER TO LANDSCAPE DRAWINGS FOR OE ADDITIONAL INFORMATION REGARDING PROPERTY ELEVATIONS, OGRADING, 5 DRIVEWAY, COURTYARD, BREEZEWAY, M Na tO O+CO C:) ONOND DECKING, LOGGIAS, & POOL LOCATIONS, DIMENSIONS, SHAPES, & MATERIALS REFER TO STRUCTURAL DRAWINGS FOR OTRUSSES, ADDITIONAL INFORMATION REGARDING JOISTS, STRUCTURAL MEMBERS, WALL COMPOSITION, CONNECTIONS, REINFORCEMENT, & FOUNDATION REFER TO INTERIOR DRAWINGS FOR C2 ADDITIONAL INFORMATION ON MATERIAL O FINISHES, BUILT-IN CABINETRY, COUNTERS, ❑TRADITIONAL D SHELVING, DETAIL DIMENSIONING, LOCATIONS, MOULDINGS, CEILING, WALL, & ❑E FLOOR FINISHES O SEMI -GLOSS LATEX PAINT W/ PRIMER ON E1 ALL TRIM O LOW LUSTER ELASTOMERIC ON ALL STUCCO ❑F LOCATIONS �G ALL 'STARTER COURSES' OF ROOF - 10 3/4 DOUBLE SHINGLE. 11 PROVIDE DRAFTSTOPPING ON ALL FLOORING TRUSSES AS PER FBC R302.12 12 LOCATION OF A/C CONDENSOR UNITS TO BE JACKSONVILLE BEACH, FL 32250 IN COMPLIANCE W/ FBC 8322.16. 13 BALCONY HANDRAIL - HANDRAIL HEIGHT NO LESS THEN 36" AS PER FBC R312.2. GRIP SIZE PH: (904) 242-0908 AS PER'TYPE I' OF FBC R311.7.7.3 OPENING K BETWEEN GUARDS (PICKETS) NO WIDER THEN 4 3/8" AS PER FBC R312.3. PRODUCT NOTES SYMBOL DESCRIPTION ANDERSEN WINDOWS SERIES 'A' ANDERSEN DOORS Al SERIES 'A' 0 0 CN co I� M M FIMBLE OVERHEAD DOOR - FLAT CYPRESS CLADDING TO MATCH DESIGN. MFG: CLOPAY OR COMPARABLE VENDOR N L N Co CU Ul O U-) -D O I- LL rtC? P: (904) 731-4544 RESAWN BLUE LABEL ROYAL WESTERN RED CEDAR 18: SHINGLES W/ 5 1/2" EXPOSURE. CU 'CEDAR BREATHER VENTILATED UNDERLAYMENT OR FURRING (TYP.)MFG: ❑C BENJAMIN OBDYKE INCORPORATED OE 400 BABYLON RD., STE. A HORSHAM, PA 19044 CORP. OFF. #:215-672-7200 M Na tO O+CO C:) ONOND FAX: 215-672-3731 *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE C1 *FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8" STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES C2 ARTISAN SERIES SIDING 3 -COAT W/ FINE SAND FLOAT ❑TRADITIONAL D FINISH (PAINTED) W/ 'HAND -RUBBED' CORNERS ❑E FIXTURE 'B' - CERT. #: 2014-012 TURTLE LIGHT 2 LUCKY STREET LANTERNS, LLC E1 FIXTURE 'Z' - CERT. #: 2008-007 L-012 WALL MOUNTED STEP LIGHT ❑F 'IPE' DECKING (2x4 - GLUED & PLUGGED) �G JACK ARNOLD QUEEN COPPER CAP ❑H COPPER FINIAL LOU PONTIGO & ASSOCIATES, INC. CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800 -992 -WOOD) J ❑ CATALOG #3453 3/4" X 3-1/2" OVER 1 X 6 JACKSONVILLE BEACH, FL 32250 FACIA AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD BED MOULD PROFILE PH: (904) 242-0908 (S&S CATALOG #400) 1-3/16" X 5- 3/4" K AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD REVISION: DATE HARDIESOFFIT - NON VENTED SMOOTH DEP SUBMITTAL 09/25/18 HALF -ROUND COPPER GUTTER SYSTEM ❑6" M (TYP. @ ALL EXIST. GUTTER LOCATIONS) DEP SUBMITTAL - 09125118 -Q 0 0 CN co I� M M N -0 M co N L N Co CU Ul O U-) -D O I- LL rtC? C10 o (o co LL CU N �O �O N 0)Q 0) m M OE W@ M Na tO O+CO C:) ONOND CMO NOV .LF� _ ��O U)a W -p U - °O 750 CU o C: CUU) v U) N M N V CONSULTANTS: STRUCTURAL: LOU PONTIGO & ASSOCIATES, INC. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 U.S.A. PH: (904) 242-0908 WEBSITE: www.lp-a.com REVISION: DATE DEP SUBMITTAL 09/25/18 ARCHITECT'S SEAL OF FLS �• AR 0142 �'• A a CADD DWG. FILE NO. SCALE: AS SHOWN CADD USER ID: [SmZ LEGAL DESCRIPTION: PROJECT PHASE: DEP SUBMITTAL PROJECT NUMBER 18-11 RENOVATION ATLANTIC BEACH, FLORIDA HUDSON RESIDENCE REAR LOGGIA / MASTER BALCONY WALL SECTION A4.15