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705 Amberjack Lane DwgsSHINGLE LOADING 130 m.p.h. WIND 12 EXPOSURE C 5� 4-1/16" HEEL BRG. a 3 12 l 1 16' OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON I AYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 Q UNLESS NOTED O I HERiViSE. BEARING HEIGHTS j HANGER TAKEOFF 8'-1 1/8" HEIGHT 9'-1 1/8" HEIGHT I NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARDING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING &BRACING OF METAL PLATE CONNECTED 'NOOD TRUSSES RECOMMENDATIONS" (BCSi 2006) FOR FURTHER INFORMATION. TRUSSESSHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION.- WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE.CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / OPMOND BEACH / MASCOTTE CUSTOMER American Classic Homes JOB NAME 1762 W Cov.Patio LOT/BLK/SUBDIV 705 Amber Jack Ln SCALE. DATE IDRAWN BYJOB NUMBER 1-18-17 H 15079 R 48'8"-, 18'9" ry LLJ 0)5 yo, 0 LJ LLI Lu J � W Q r CJ01 I`J01 F OFF Q CJ02 CJ02 p CJ03 CJ03 WI P03 7'- '.un U) un ti N O O M O 6T O P02 M N M a O .� ~ ~ P01 WI CJO CJ01 — CJ0 I CJ02 1 L i i D CJO M {; CJ03 n 1 EJ01 Ln I; EJ01 EJ01 2 2 - 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' EJ01 O EJ01 I EJ01 Q EJ01 EJ01 Q+ EJ01 EJ01 EJ01 EJ01 EJ01 I EJ01 W Q EJ01 l; EJ01 . W i LLj Z N�r EJ01 m EJ01 O ' EJ01 EJ01 Z C7) W E1 J0 �; EJ01 EJ01 EJ01 Q EJ01 EJ01 (D EJ01 �I EJ01 - I - O �-- 0 EJO1 I, EJ01 Q i EJ01 EJ01 L_ EJ01 EJ01 I N N EJ01 'x i = W N T03 I T07 n T02 1'6" N TO6 W n T02 T06 U> T02 N co N 05 J U W (n TOl N T04 1 4" 1'4" w o cn -� 18'11" Q 48'8" ry Q THIS LAYOU F_SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. (REL: 1-18-07) SHINGLE LOADING 130 m.p.h. WIND 12 EXPOSURE C 5� 4-1/16" HEEL BRG. a 3 12 l 1 16' OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON I AYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 Q UNLESS NOTED O I HERiViSE. BEARING HEIGHTS j HANGER TAKEOFF 8'-1 1/8" HEIGHT 9'-1 1/8" HEIGHT I NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARDING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING &BRACING OF METAL PLATE CONNECTED 'NOOD TRUSSES RECOMMENDATIONS" (BCSi 2006) FOR FURTHER INFORMATION. TRUSSESSHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION.- WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE.CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / OPMOND BEACH / MASCOTTE CUSTOMER American Classic Homes JOB NAME 1762 W Cov.Patio LOT/BLK/SUBDIV 705 Amber Jack Ln SCALE. DATE IDRAWN BYJOB NUMBER 1-18-17 H 15079 R Rim iLOHA ENGINEERING. INC 770 WAKEMONT D.R. ORANGE PARK FLORIDA 32065 C E RT I F 1 0 AT E O F A U T H 0 R I Z A T, 0 N N 0. 31 036 Ur-IVCFWL N U I CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION 0 COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEME THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATIO ENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK SUCH WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED PLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHOD SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED NEW AND EXISTING STRUCTURES ANDFOUNDATIONSUNTIL CONSTRUCTION PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TOC PRACTICES APPLICABLE AT THAT TIME. FOUNDATION: FOUNDATION HAS BEEN DESIGNED FOR NON -EXPANSIVE MINIMUM SOIL 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED 1 DRAWINGS OF OTHER VERIFICATION OF ANY PREFABRICATED OCATION, TYPE, AND OPENINGS, T. ONLY. ALOHA AND INSPECTION OF FROM THESE OF CONSTRUCTION AND AND REGULATIONS. TO STABILIZE IS COMPLETE. RRENT CODES AND BEARING CAPACITY OF RISKS 1--. ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, LONG TERM PERFORMANCE. I ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOISE CONTROL IS BY OTHERS. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950 PSI MIN. AND 1.9x10#6 PSI MODULUS OF ELASTICITY MIN. U.N.O. ATTACH 2 -PLY LVL WITH (3) ROWS OF .131":3" GUN NAILS 12" O.C. EACH FACE. U.N.Q. ATTACH 3 AND 4 -PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS OF.131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE FLORIDA BUILDING CODE5TH EDITION (2014) RESIDENTIAL MINIMUM DESIGN CRITERIA WIND LOADS: WIND SPEED: 130 WIND EXPOSURE: C NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS NOT REQUIRED BY CODE. BUILDING CATEGORY: II INT. PRESSURE COEF: .18/ENCLOSED BUILDING MEAN ROOF HEIGHT: 15 FT ALLOWABLE -NASD DESIGN VALUES COMPONENT AND CLADDING WALL OPENING PRESSURES INTERIOR EDGE MORTAR SHALL CONFORM TO ASTM C270 TYPE S REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR SHALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. OPENING SIZE (FT -2) PRESSURE (PSF) PRESSURE (PSF) 0-10 +23,-24 +21,-37 � BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REP RT FROM A GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH ,MIN. 28 STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL20 ATTACH 2 -PLY 2" NOM WOOD STUD CLUSTERS WITH .131.� x3" GUN NAILS 6" O.C. EACH FACE. +21,-24 +20 -35 COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED.50 ATTACH ADDITIONAL PLIES WITH .131'x3' GUN NAILS 6' O.C. UP TO 4 -PLIES. UNLESS NOTED +20,-22 +18,-31 BETWEEN WAND 11". METAL FRAMING ANCHORS: OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. 100 +19,-22 +17,-28 FOQTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SAIL OR FILL COIV PACTED TO A DENSITY - - HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM -D 1557. FILL SHEATHING END ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIOR O SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR C HER MEANS OF WALL SHEATHING CORNERS. PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER ATE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR (OSB). SPAN RATING NOT LESS THAN 24/16; THICKNESS NOT LESS THAN 7/16" U.N.O. OR GARAGE DOOR OPENING TO MEET: +20, -31 PSF ALOWABL 48" O.C., FILL ALL REINF. CELLS WITH GROUT. CONCRETE COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZA ETC.) OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILS Vasd DESIGN PRESSURES. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOL NDATION AND SLABS AT 6" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. BY 7j8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOC SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM T ASTM A615 GRADE 40 2-16-2017 REVIEWED By.^ QA'jE: f 0 `-1 C. PAUL DIGIACOMO GRAVITY LOADS: AT 32" O.C. LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS 5/16" HARDI-PANEL MAY BE SUBSTITUTED FOR APA RATED SHEATfiLNG ON SIDES OF HOUSE ONLY ROOF FLOOR AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIM JM LAP OF REINFORCING OF EXTERIOR WALLS. ATTACH_ HARDI-PANEL SHEATHING TO ALL WOOD SUPPORTS TOP CHORD LIVE: 20 PSF 40 PSF SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". W/,091", .225" HD RING SHANK, 1.5" LONG NAIL PATTERN AT 4" O.C. ALL EDGES AND 8" O.C. TOP CHORD DEAD: 7 PSF 10 PSF FIELD. BLOCK ALL PANEL EDGES. BOTTOM CHORD LIVE: 10 PSF 0 PSF ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 MIL. POLYTHYLENE BOTTOM CHORD DEAD: 5 PSF 5 PSF VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER -MESH REINFORCEMENT WITH ROOF SHEATHING: DECKS: 40 PSF A MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C 116. IN LIEU OR IN EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD CONJUNCTION WITH FIBER -MESH REINFORCEMENT 6x6 W1.4xl.4 WWM PPED 8" AT EDGES AND (OSB). SPAN RATING NOT LESS THAN 24/16; THICKNESS NOT LESS THAN 7/16" U.N.O. OR DEAD LOADS ARE SUPERIMPOSED. ENDS CONFORMANCE WITH ASTM -A 185 SET CENTERED IN SLAB. OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE TROWEL FINISH ATTACH WITH MIN. 8d RING SHANK NAILS P.T 6" O.C. EDGES AND 6" O.C. FIELD. ABBREVIATIONS ARCH. -ARCHITECT EXPOSED SLABS OR SLABS RECEIVE FLOOR FINISH. NON -SLIP BROOM FINISH FOR EXTERIOR SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR REQUIRED SIMP.-SIMPSON STRONG TIE B.O.F.-BOTTOM OF FOOTING WALKS, RAMPS AND STAIRS. . OPTIONAL CRACK CONTROL BY 1" DEEP SA CUT CONTROL JOINTS MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE BLOCK S.W.-SHORT WAY CONT. -CONTINUOUS ORIGINATING AT CORNERS AND APPROX. 12'xl2' GRID THROUGHOUT SLAB WITHIN 12 HRS OF PANELS AT 12" O.C. T.O.C.-TOP OF CURB DIA. -DIAMETER SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILING FLOOR SHEATHING: T.O.G.-TOP OF GRADE E.W.-EACH WAY T.O.S.-TOP OF STEEL MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR F.F.E.-FINISHED FLOOR TYP.-TYPICAL • CONCRETE CAST AGAINST EARTH 3" • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24, THICKNESS NOT LESS ELEVATION U.N.O.-UNLESS NOTED • INTERIOR SLABS, WALL 3/4" THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS L.W.-LONG WAY OTHERWISE REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE W -WITH GLUE IS NOT REQUIRED. ATTACH WITH MIN- 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. MIN. -MINIMUM WDO-WOOD DESTROYING MASONRY: FASTENERS: O.C.-ON CENTER ORGANISM ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/T S 402 MASONRY EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG -TIE CO. HIGH STRENGTH P.T.-PRESSURE TREATED fin//O-WITH OUT BUILDING CODE. ACRYLIC ADHESIVE (AT -XP). ALL ANCHORS SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO SIM. -SIMILAR W.W.F.-WELDED WIRE FABRIC CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEAR NG CONCRETE MASONRY CENTER OF ANCHOR EDGE DISTANCE WITH i IN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL BE INSTALLED WITH QE -1 QUICK SET ANCHOR EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS OFFICE COPY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIO STRENGTH OF 2000 PSI PER MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. DRAWING INDEX: S1 --STRUCTURAL NOTES Rim iLOHA ENGINEERING. INC 770 WAKEMONT D.R. ORANGE PARK FLORIDA 32065 C E RT I F 1 0 AT E O F A U T H 0 R I Z A T, 0 N N 0. 31 036 DATE: 2-16-2017 JOB NUMBER: 7005 STRUCTURAL NOTES AND SPECIFICATIONS DRAWING SHEET: S-1 F m=1500 PSI. DO NOT INSTALL ANCHORS RODS IN DIRECT CONTACT WITH TREATED LUMBER: AN EPDXY W W MORTAR SHALL CONFORM TO ASTM C270 TYPE S W W Q � W -ROOF = O �� 4 , 'yi NS•' . `Q • S3.1, S3.2 --DETAILS '• �p GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH ,MIN. 28 STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, DAY COMPRESSIVE PROVIDE A SLUMP• N - No. 59660•• o' BETWEEN WAND 11". METAL FRAMING ANCHORS: _-_ PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY - - HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ SIMPSON,STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN REVIEWED FOR CODE COMPLIA * �= O SPECIFICATIONS. EXPOSED METAL FRAMING. CONNECTORS OR IN CONTACT WITH CORROSIVE O '.• � CITY OF ATLANTIC W BEACH '• �, HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL DATE: 2-16-2017 JOB NUMBER: 7005 STRUCTURAL NOTES AND SPECIFICATIONS DRAWING SHEET: S-1 F m=1500 PSI. DO NOT INSTALL ANCHORS RODS IN DIRECT CONTACT WITH TREATED LUMBER: AN EPDXY AND SPECIFICATIONS PAUL. MORTAR SHALL CONFORM TO ASTM C270 TYPE S FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. USE COMMON WIRE S2 ---FOUNDATION/WALL PLAN ��Dl 52.1 PLAN �� (r' i E NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS WITHOUT SPLITTING -ROOF = O �� 4 , 'yi NS•' . `Q • S3.1, S3.2 --DETAILS '• �p GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH ,MIN. 28 STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, DAY COMPRESSIVE PROVIDE A SLUMP• WOOD. - No. 59660•• o' BETWEEN WAND 11". METAL FRAMING ANCHORS: _-_ PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY - - HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ SIMPSON,STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN REVIEWED FOR CODE COMPLIA * �= AND VERTICAL FACE CELLS AND WEBS. SPECIFICATIONS. EXPOSED METAL FRAMING. CONNECTORS OR IN CONTACT WITH CORROSIVE O '.• � CITY OF ATLANTIC MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z -MAX' COATED, HOT -DIPPED BEACH '• �, HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR SEE PERMITS FOR ADDITIONAL ��i�� S'•,L ••••'• ��ti\\�� 48" O.C., FILL ALL REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZA ETC.) REQUIREMENTS AND CONDITIONS I A REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. ��I 11111��\� BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. BY 7j8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOC A. WIRE TIES OR 22 U.S. TED ABOVE FLASHING STAINLESS STEEL AND ZINC -PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC -PLATED FASTENERS 2-16-2017 REVIEWED By.^ QA'jE: f 0 `-1 C. PAUL DIGIACOMO AT 32" O.C. WITH ZINC -PLATED CONNECTORS. -JJ "a— FL PE #59660 PLAN NOTES DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR - FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C.: FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT. 2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR WALLS SILL PLATES W/1/2 MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF (2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND INSTALL F EADERS AS INDICATED PER PLAN WITH J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. FDR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2 4 SET FLAT FOR OPENINGS UP TO 96" IN WIDTH ANCHORIMP HTT5 WHERE INDICATED W/5/8" EPXY SET THREADS ROD 6" DEPTH AND 26-10d TO STUDS. ANCHOR XTERIOR WALL SILL PLATES PER DETAILS. MAX. SILL ANCHOR AT 36" O.C.. (-OR- 2 1 3/4"x9 1/4 LVL r-------------- ---- ---� J L 1 I I 'P I w I P.T. 6x6 NOM. POST W/S MPSON ABU66 I 1 z x I W/5/8" ANCHOR EPDXY 3ET 7" DEPTH j x x m I.N I TO:24"x24"x10" DEPTH FOOTING (. �o x _ I. W/(2)#4 E.jr. I 1 (2)2x4 53.1 (2)2x6 (2)2x6. ..(2)2x10 (2)2x6 j. (2)2x6 (1J1K) (IRK)t (1J1K) 2J2K (iJ1K) I (1JiK) ------------------------------ ------------------ , I 1 I , I 1 I I 1 1 I I C3 53.1 I I I I I I ; I I I I I (2)2x4 (1JIK) I 04 I I I I I 1 I I I I I 1 I I I I I C2 I A3 I i3.1 I - S3.1 I' I - - zfzi `----- -----------(IJ1K 4" j f C9. (2J2K) C2 3.2 tnI _. -------`-----._-----.----.-..._ ...._ 11 i (2)2x12 (HARD! SIDING .ONLY) PER DETAIL C3/S3.2 5' (2J2K) (2)2x4 (iJ1K) : 2 2.8 (2J I K) 4x4 NOM. POST W/SIMPSON ABW44 W/1/2" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x12" DEPTH FTG. W/(2)#4 E.W. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. Cl (2)2x4 (IRK) FOUNDA r--- ------------- -----i J L I .N.. I W 1 P.T. 6x6 NOM. POST W/SIMPSON ABU66 I 'P I w K a rn W/5/8" ANCHOR EPDXY SET 7" DEPTH j o z o x 1 TO 24"x24"xi0" DEPTH FOOTING 1- N W/(2)#4 E.W. 1 Ci 1 Cl r., S3.1 (2)2x6 j (2)2x6 (2)2x10 ... (2)2x6 j (2)2x6 53.1 (2)2x4 (1J1K) (IRK) 2J2K (1J1K) I (1J1K) (WIK) !----------------- -- --- -------------------; I I I I i I I I I I I I ( -1.' A' -d" i (72x j 041 K) `------------- 4" - - -(2)2 TO C3 ! C2 (2Jx , � 2K) S3.1 S3. i i I CI 53.1 --T2-)2x8 - �-1,4, (2J1K) 4x4 NOM. 'OST W/SIMPSON ABW44 W/1/2" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x12" DEPTH FTG. W/(2)#4 E.W. 15 I VI I IV1.. vVv REVISION BP# X 17 -012 DATE 1019' 111 SIGNED JALL PLAN 1/8"=1'-0" V (IJ1K) 1 I i f I --------------- --- h - J I - I 53.1 I I I I I I A3 C2 cc sic L I - (2)2x12 (HARDI SIDING ONLY) PER DETAIL C3/S3.2 (2J2K) A.E.I. iLOHA ENGINEERINGINC 770 WAKE.MONT. DR. ORANGE PARK FLORIDA 32065 C E RT I F 1 C ATE O F A U T H O R I Z A T I O N N 0. 31036 DATE 2-16-2017 _ JOB NUMBLR: 7005 FOUNDATION/WALL PLAN DRAWING SHEET: S-2 1 \��111111111//// PAUL v No 660 p ATE OF iSf O/N A LI 1111 1 10-3-20F7 C. PAUL DIGIACONIO FL PL #59660 O 7w -- n O 00 U U �_--J Lo 0 I\ G.1.a DATE 2-16-2017 _ JOB NUMBLR: 7005 FOUNDATION/WALL PLAN DRAWING SHEET: S-2 1 \��111111111//// PAUL v No 660 p ATE OF iSf O/N A LI 1111 1 10-3-20F7 C. PAUL DIGIACONIO FL PL #59660 UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 8 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMP HS ANCHOR -OR- QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 600 MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' APART MAX. CJOl CJ02 F+ P03 _SIMP H8 P02 POI ®■il SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" 114STALLED PER MANUFACTURER AND MEETING COMPONENT & CLADDING WALL OPENING DESIGN PRIES 3URES PER SHEET S1. ANCF OR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAM 3" AND SET BELOW TOP PLATES ON (2)2x STUD U.N.C. BEAR NG WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" THRE DED ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE OR SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. CJO1 CJ02 CJ03 00, SIMP H8 MIN (2)2x6 2 DRAWING SHEET: S-2.1 EJ01 3. N�`\\\ ?AUL Jot EIV,,§. '•. O .•; Jo, U : 660 =_ Jot - r75-1 io-1 % OF ;' w 01V A L 1 216-2017 C. PAUL DIGIACOMO FL PE #59660 ROOF PLAN COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. __ __ INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS 4" WHERE REQUIRED. PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE DESIGNATES HIGH CONCENTRATED LOAD. INSTALL INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND X _ TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF TYPICAL CONSTRUCTION CONDITIONS OCCURRING STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE THROUGHOUT THE WORK. AS INDICATED BELOW. A. E. 1. --- (2) STUD MINIMUM. (2)SIMPSON H8 --- (3) STUD MINIMUM. (3)SIMPSON H8 -OR- SIMP. LGT2 ALOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E RT I F IC AT E ❑ F A U T H 0 R I Z A T I ❑ N O NO. 31 036 V CJOl n ' titA t+7 CJOl N C CJ02 CJ02 W W CJ03 CJ03 Z P03 I O Q SIMP H8 SIMP 'H8 P02 A3 N Z x POI H U -- O - 1 1 J0, O , F- J03 I-� V In Jot �j O Jot , J01 Q. Mol DATE: 2-16-2017 101 JOB NUMBER: 7005 . Jot OFFICE F F I 1 _ E1 URO 0 l' PLAN (2)2x6 2 DRAWING SHEET: S-2.1 EJ01 3. N�`\\\ ?AUL Jot EIV,,§. '•. O .•; Jo, U : 660 =_ Jot - r75-1 io-1 % OF ;' w 01V A L 1 216-2017 C. PAUL DIGIACOMO FL PE #59660 N &\-PIACE P PLACE 1#4 VERT. IIN AIL END A� ♦ ♦ �� • 9 •51 ►111 ♦♦fCORNER C�TO ALL COEND 01P WAM--iAl TYPICAL MASONRY REINF. AT DISCON' e s 05. I ♦ e siM i 12" MIN. —11! T.O.G. TO B.O.F. i III I E 1—I 11-1 11—I 4 1sn........... W/ BRICK " W/O BRICK CENTER ON CMU SOLID GROUT 1 #4 CONT. 8" NOM CMU GROUTED W/i #5 VERTICAL AT 1 (2) #4 CONT. 25" MIN LAP, BEND AROUND CORNERS #3 OR CHAIRS @ 48" F.F.E a 1 ^ Iillllillll • a• I-1lli(i1lll�lll111lII. VAPOR RETARDER III Ill GI (2) #4 CONT. 25" MIN LAP 2^ BEND AROUND CORNERS Cl F IN ALL tIN ITIES 1/J" - 1' 12" LID f— O.C. T 6- a 8" NOM CMU GROUTED f -12 - SOLID 12"SOLID W/1 #4 VERTICAL T 11 c 1 DWL AT 48" O.C. 8 12" MIN.I— T B.G.FTO IiI I I III j_ 111 III a 111 10" it OR CHAIRS 0 48" (3) #4 —or 18" (2) #5 CONT. _ W/O BRICK 25" MIN LAP, BEND CENTER ON CMU AROUND CORNERS OPTION TYPICAL STEMWALLOPT�pN TYPICAL STEMWALLFG W/SLABW/SLAB " A36 STEEL ALL THREADED ROD SHEATHING PER —OR— QUICKTIE QTB PER SHEET SHEET Sl Sl. (U.N.O.) OPTIONAL BRICK VENEER iV/TIES 0 16" O.C. P.T. SILL PLATE W/ANCHOR PER SHEET S2 SOLID GROUT BELOW GRADE 1 #4 CONT. 8 #4 VERT. @ 48" O.C. F.F.E.T.O.C. F.F.E� 8" MIN. 16• MAx 4 a a F.F.E. ID T.O.G. I I III;_; ,Il it l 111= TI=I I I= 12" MEN.�IIIII a 4Q VIII__ T.O.G. B.O.F. _ •_ #3 OR CHAIRS 0 48" —I 1 I I! 9—I I i—I 1 1• I W.F. IF USED F.F.---� .APOR RETARDER A3 TYPICAL SLAB ON GRADE RECESS 3/4" = P 24f1 A36 STEEL ALL THREADED ROD SHEATHING PER—OR— QUICKTIE QTB PER SHEET Sl /� H SHEET Sl. (U.N.O.) OPTIONAL BRICK VENEER W/TIES @ 16" O.C. P.T. SILL PLATE W/ANCHOR PER SHEET S2 SOLID GROUT BELOW GRADE 1 #4 CONT, it a a VARIES 4 4—COURSES MAX. 8" 11—I 11=1 1—i1—lil- 1 1 1-1 1— i lI Ill - I 8" NOM CMU GROUTED [12" 4 c SOLID W/1 #4 VERTICAL I I III- DWL AT 48" O.C. 12" MIN. 8" T.O.G. TO B.O.F. I—III III III_ 1.II1 a . II�1 a 111- 10"— I (3) #4 -or 3 OR CHAIRS 0 48" (2) #5 CONT. ��— 18" 25" MIN LAP, BEND W/0 BRICK —� AROUND CORNERSCENTER ON CMU DATE: 2-16-2017 OPTION TYPICAL STEMWALL FOOTING Jos NUMBER: 7005 A36 STEEL ALL THREADED ROD SHEATHING PER SHEET S1 —OR— QUICKTIE QTB PER SHEET DETAILS S1. (U.N.O.) OPTIONAL BRICK VENEER W/TIES @ 16" O.C. DRAWING SHEET: P.T. SIL[. PLATE W/ANCHOR PER SHEET S2 SOLID GROUT S BELOW GR�ADE� F.F.E� 8" MIN. F.F.E. T T.O.G. 4 ' ° d — �11311111,1� a �111� ' _ COPY 11I11J,� T.O.G2„� B.O.F. I I I a ° ° i ALOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 0 E R T I F 1 0 A T E ❑ F CUT EVERY OTHER WIRE SAW CUT JOINT 1/4"xl" W.W.F. IF USED F;F�d a R—x—x� 4 VAPOR RETARDER AZ TYPICAL CONTROL JOINT 3/411=11 �-7 A36 STEEL ALL THREADED ROD QUICKTIE QTB PER SHEET 3OR- 24. (UN.O.) SHEATHING PERSHEET S1 T. SILL PLATE W/ANCHOR OPTIONAL HRICK VENEER R SHEET S2 Lj#4 W/TIES @ 16" O.C.#4 CONT. VERT. @ 48" O.C. 8" SOLED ROUT BELOW GRADE #4 CONT. j VARIES -COURSES $• U Q � W I i—III—III-1 I I—III—I I � l— a 8" NOM CMU GROUTED f -12 - SOLID 12"SOLID W/1 #4 VERTICAL T 11 c 1 DWL AT 48" O.C. 8 12" MIN.I— T B.G.FTO IiI I I III j_ 111 III a 111 10" it OR CHAIRS 0 48" (3) #4 —or 18" (2) #5 CONT. _ W/O BRICK 25" MIN LAP, BEND CENTER ON CMU AROUND CORNERS OPTION TYPICAL STEMWALLOPT�pN TYPICAL STEMWALLFG W/SLABW/SLAB " A36 STEEL ALL THREADED ROD SHEATHING PER —OR— QUICKTIE QTB PER SHEET SHEET Sl Sl. (U.N.O.) OPTIONAL BRICK VENEER iV/TIES 0 16" O.C. P.T. SILL PLATE W/ANCHOR PER SHEET S2 SOLID GROUT BELOW GRADE 1 #4 CONT. 8 #4 VERT. @ 48" O.C. F.F.E.T.O.C. F.F.E� 8" MIN. 16• MAx 4 a a F.F.E. ID T.O.G. I I III;_; ,Il it l 111= TI=I I I= 12" MEN.�IIIII a 4Q VIII__ T.O.G. B.O.F. _ •_ #3 OR CHAIRS 0 48" —I 1 I I! 9—I I i—I 1 1• I W.F. IF USED F.F.---� .APOR RETARDER A3 TYPICAL SLAB ON GRADE RECESS 3/4" = P 24f1 A36 STEEL ALL THREADED ROD SHEATHING PER—OR— QUICKTIE QTB PER SHEET Sl /� H SHEET Sl. (U.N.O.) OPTIONAL BRICK VENEER W/TIES @ 16" O.C. P.T. SILL PLATE W/ANCHOR PER SHEET S2 SOLID GROUT BELOW GRADE 1 #4 CONT, it a a VARIES 4 4—COURSES MAX. 8" 11—I 11=1 1—i1—lil- 1 1 1-1 1— i lI Ill - I 8" NOM CMU GROUTED [12" 4 c SOLID W/1 #4 VERTICAL I I III- DWL AT 48" O.C. 12" MIN. 8" T.O.G. TO B.O.F. I—III III III_ 1.II1 a . II�1 a 111- 10"— I (3) #4 -or 3 OR CHAIRS 0 48" (2) #5 CONT. ��— 18" 25" MIN LAP, BEND W/0 BRICK —� AROUND CORNERSCENTER ON CMU DATE: 2-16-2017 OPTION TYPICAL STEMWALL FOOTING Jos NUMBER: 7005 A36 STEEL ALL THREADED ROD SHEATHING PER SHEET S1 —OR— QUICKTIE QTB PER SHEET DETAILS S1. (U.N.O.) OPTIONAL BRICK VENEER W/TIES @ 16" O.C. DRAWING SHEET: P.T. SIL[. PLATE W/ANCHOR PER SHEET S2 SOLID GROUT S BELOW GR�ADE� F.F.E� 8" MIN. F.F.E. T T.O.G. 4 ' ° d — �11311111,1� a �111� ' _ COPY 11I11J,� T.O.G2„� B.O.F. I I I a ° ° i ALOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 0 E R T I F 1 0 A T E ❑ F A U T H O R I Z A T 1 O N N O. 31036 ,.7 �-7 W W OWN j Q U Q � W Q Vin W Q 6"x12" EXTENSION __-` W/(1) #4 CONT. 0 BRICK LOCATIONS ONLY 6"x12" EXTENSION (2) #5 —OR— (2) #4 W/(i)#4 CONT. CONT. R MIN LAP, @ BRICK LOCATIONSg^ 12”BEND AROUND CORNERS 3E C2 TYPICAL MONOLITHIC FTG W/SLAB C3 _ 1• 3/4" = 1. _ YrrL i 1—III—III I I—#3 OR CHAIRS 0 48" _ N 9660 o (2) #5 —OR— (2) #4 _ „p CONT. 25" MIN LAP, BEND AROUND CORNERS '.• gT OF L" 12" ��i is /10 NAL•��� �\\ ////11111111\\\\\ 2-16-2017 TYPICAL MONOLITHIC FOOTING C. PAUL DIGIACOMO 3/4" = 1, FL PE #59660 SEE ARCH. FOR TREAD ° AND RISER DIMEN. c d G � 4 Al 'I Y6X� BLOCK BETWEEN OUTRIGGERS 2x OUTRIGGERS 0 24" O.C. I�— W/(3) .131x3" EACH END �_�� 2x4 BRACING ® TRUSS PEAK TO BOT. CHORD OF TRUSS APPROX. ANGLE 20"-50" FROM HORIZONTAL 4' MIN. FROM GABLE END ATTACH W/ (4).131x3" NAILS. 2x4 BRACING 0 MIDSPAN OF TRUSS TO TOP CHORD OF TRUSS APPROX. ANGLE 40"-60• FROM HORIZONTAL 4 T MIPs. FROM GABLE END W/(4).13lx3" NAILS TO FRAMING GABLE TRUSS PER MANUF:-- BRACE GABLE TRUSS VERTICALS PER TRUSS ENGINEERING DETAIL WALL SHEATHING PER SHEET S1: Bl I MAX 2x OUTRIGGERS ® 24" O.C. W/(3).131x3" EACH END GABLE TRUSS PER MANUF.--, 2x4 BRACING 0 GABLE PEAK TO BOT. CHORD OF TRUSS APPROX. ANGLE 20"-50" FROM HORIZONTAL 4' MIN. _ FROM GABLE END ATTACH W/ (3) .131x3" NAILS EACH END. 2x4 BRACING ® 48" O.C. TO TOP CHG. OF TRUSS APPROX. ANGLE 40"-60" FR HORIZONTAL 4' MIN. FROM GABLE END (4).131x3" NAILS TO GABLE STUD. WALL SHEATHING PER SHEET Sl.-----' INSTALL SIMPSON LSTA18 FACE -OR- QUICK-TIE TIMBERLOCK SCREW --- UP THROUGH PLATE ® 32" O.C. A36 STEEL ALL THREADED ROD CONT.... W/2x2xl/8" PLATE, WASHER & GRADE 2 HEX NUT W/4" LONG BLOCK. -OR QUICKTIE QTB L-1 DOWELS ' m i ti >12" E.W. #4 CONT. ANGLE BRACE TO TOP CHORD W/(4).131x3" N N —2x4x6' ® 48" W/(2).131x3" N EACH INTERSECTION. * NOTE: CROSS BRACING NOT RE 'D AT SHEATHED STORAGE FLOOR LO TIONS. 2x4 BLOCKING AT ANGLE BRAC /ROOF INTERSECTION W/(3).131x3" EA END AND W/SHEATHING NAILS AT 4" O.C. \ IIJII APA RATED WALL SHEATHING - ANGLE BRACE TO / PER SHEET S1 BLOCKING W/(4).13lx3"- I I I I PLAN 2.4 BRACE ® 48" O.C. EXTEND 8' FROM GABLE END W/ (2).131x3" NABS TO TRUSS BOTTOM CHORD. BRACE GABLE TRUSS VERTICALS PER TRUSS ENGINEERING DETAILS P.T. SILL PLATE W/ANCHOR PER SHEET S2. FSE PER PLAN d " n a 4 _ ° ° __II�IIIIiIIIIIiI- M d a a d e a °.-0 MIN. (2) #4 CONT. 25" MIN LAP, I �� BEND AROUND CORNERS 12" #3 OR ROD CHAIRS 0 48" O.C. C2 i' SIMPSON H8 ANCHOR -or-QUICK-TIE TIMBERLOCK WOOD SCREW U.N.O. 2x CONT. FASCIA BOARD. SHEATHING ATTACH PER SHEET Sl. 2x STUDS AT 16" O.C.----., U.N.O.. FRE -FAB WOOD TRUSS PER MANUFACTURER. TOE NAIL TRUSS TO TOP PLATE W/(3) 12d NAILS. (2) 2x SYP #2 TOP PLATE. 16d NAILS 8" O.C. LAP SPLICES 48". A36 STEEL ALL THREADED ROD CONT. W/2x2x1/8" PLATE, WASHER & GRADE 2 HEX NUT (U.N.O.) -OR- QUICKTIE QTB A3 TYPICAL TOP PLATE 3/4"= x, DO NOT SPLICE WALL SHEATHING ATTACH PER SHEET Sl TO TOP PLATES AND BEAM AT 6" O.C. HEADER PER PLAN (2) SIMPSON 1STA18 FLAT STRAP (2) FULL-LENGTH 2x STUDS ATTACH TO ADJACENT STUD WITH .131"x3" NAILS STAGGER SPACED 6" ON CENTER EACH PLY. (2) 2x HEADER STUDS ATTACH TO ADJACENT WITH .131x3" NAILS STAGGER SPACED 6" ON CENTER EACH PLY. WALL SHEATHING PER SHEET S1 REVIS10N BP## f?C S 17 - 0120 DATES9 / SIGNED -`-',-,2x P.T.. RASE "PLATE. ° d :e ' p d C3 3/4" = 1' A A.E.I. kL13HA ENGINEERING IN 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 C E R T I F IC AT E ❑ F A U T H ❑ R I Z A T 1 ❑ N N ❑. 31036 W W W 0`aNE-� z �U�O w U Q U(DQ z > Q L 0 W 11 )OB NUMBER: 7005 11 DETAILS DRAWING SHEET: \ >-3.2 7 \\11111111/// ��� PAUL j? 1/////// ��\`\�. .tiZC ENs• jq�o 0. 660.ORIo OF • NAL1E��\�� 2-16-2017 C. PAUL DIGIACOMO FL PE #59660 MAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED TO: AMERICAN CLASSIC HOMES, LLC L O T 2 2 B OCK 5 FND N85-#'02 V 1 (BE AIRING BASE) CURVE D L 0 T 2 3 N73'18'42 W CH = 49. BLOCK 5 R=120.0' 661 SQ. FT. 10' DRAINAGE & °Q TILITIES EASEMENT 0. 14.0 - --- -'- 6' 0 = 24' L 0 T 2 4 BLOCK FND I" I.P.E - - ---- NO I.D. WOOD FENCE 385.&021' 25.00' °° FND I" I.P. - No LOLL coS7T39'49"E - 5 NO3'S8 46 'E -- 0.15' - _- a 9" 14" -14' 14 0.26' ---SET__yR. LB #3857 - - 3.0' OFFSET FND N85-#'02 V 1 (BE AIRING BASE) CURVE D TA C1 N73'18'42 W CH = 49. 9' R=120.0' 661 SQ. FT. A = 50.3 ' 0 = 24' 2'40" 4' WOOD X FENCE FND 2 WATER METERS 13.7-\ 8 SET NAIL & DISC; LB #3857 IN EDGE OF ASPHALT - EL:VATION: (12.96) NOTE: SIDE/FRONT BUILDING MEASURED TO THE EA ADDRESS: 705 AM MOVE HOUSE FORWARD:I THIS SURVEY WAS PERFO THERE MAY BE ADDITIONA ON THIS SURVEY THAT M, AL TIONS SHOWN HEREON TO NAVD OF 1988 0.1 i, CEDAR -00, 7",7",16" a N CEDAR14.1 o I 14.5 I O CEOAR�.�n�ti 3 I 21.3' k i-------- ~-____ __ I L 0 8 / "Cbp ----- L BLOCK 5 46.7' (VACANT) I f14.5 11 ANERIOR CHNOT LOCATED a 114'5 M `a..� DCO PROPOSED i 1 � w ",i 14 8 CUSTOMER m m o ¢ I f RESIDENCE I / �I o zI PLAN1762 I / # la W x a vi o W=48.67' 00 a°° D=60.50' o 4.s 1 /e D 14.3 F.F.E.=(15.50 I W ,� �• 14.7 ) i / /1 A:r 14. PROPOSED ,p I COVERED I + ENTRY b 3 1 �� A L__ 21.3' r - - - --I . � I OG ILO 25' B.R.L. 18.9 I I 12.1' T:-160 L_83' x10.1 _J Q7 x PROPOSED 14.6 20 I �' / 16 CONC R X �. D IVEWAY PROPOSED / 1.0 14.1 14;3 K CONCRETE 0o N ENTRY WALK ()J€ 2 14.�V SET N'Alt �� 14. =F AND DISK, - J 24 1 • LB #3857 r N852002W 29.54' a_ 1.6' -OH r _''---INN .' • . �--13.8 22.0' CONC. CURB & GUTTER AMBERJACK LANE 12.87 (60' RIGHT OF WAY) O o• ��o�o 13.7 -•�_oH o' z �000 OFFICE COp� po<`�n, Approved F By Permit Desk Building Department 12.7 CMM of Atlantic Beach, FL COMMUNITY DEVELOPMENT APP ROVED NOTE: 1. NO LOT GRADING ENGINEERING PLANS WERE ARE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. 2. HEIGHT OF BUILDING FROM GRADE IS 21' =R JACK LANE -11-17 (OFFICE) IED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHN THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CIN OF JACKSONVILLE, FLORIDA, DATED 06-03-13 AMERICAN SURVEYORS OF FLORIDA, INC. SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE; FLORIDA 32257 - 904/279-0088 - LICENSED LAND BUSINESS N0. 3857 BUILDERS ENDORSEMENT SIGNED: NAME: DATE: DIMENSIONS SHnWN HFRFnN eat= PriP f= minATirw of AKI LOT 8, BLOCK 5 PLAN #1762 LOT SIZE 9,867± SQ. FT. DRIVEWAY TO R/W 402± SQ. FT. ENTRY WALK 661 SQ. FT. RIGHT-OF-WAY LENGTH 79.90 FT. TOTAL IMPERVIOUS COVERAGE 2,7171 SQ. FT. 28% FIND. = COVERED F.F.E. = FINISH FLOOR ELEVATION A/C =AIR coNDMONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - FND. = FOUND ESM'T EASEMENT I.D. = IDENTIFICATION SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN -4 CONI = CONCRETE P.R.M, = PERMANENT REFERENCE MONUMENT AND THAT THE SURVEY SHOWN HEREON MEETS THE MINtMUt\TECHNICAL STANDARDS - MON. =MONUMENT LP. = IRON PIPE P.T. POINT OF TANGENCY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL Std VEYORS AND MAPPERS I.R. = IRON ROD P.C.P. = PERMANENT CONTROL POINT P.C. POINT OF CURVE PURSUANT TO CHAPTER 472.027 / CHAPTER 61 G1 7.,=6, FLORfDA STATUTES. ALL A = DELTA ANGLE CH CHORD P.R.C. =POINT OF REVERSE CURVE AMERICAN A = ARC LENGTH P.C.C. = POINT OF COMPOUND CURVE B.R.L. SURVEY NOT VALID 11NLE5 EMBOSSEI9BY SEAL SURVEYORS (C) = CALCULATED = BUILDING RESTRICTION F.P.&L.= FLORIDA POWER & LIGHT - JAMES D. HARRISON, ;JR., No. 2 47 �" OF FLORIDA, D = DEED (TYP.) = TYPICAL MICHAEL A. GARRETT, No. 6643 ti, INC. P = PLAT R RADIAL LINE NGVD = NATIONAL GEODETIC VERTICAL DATUM NAVO - NORTH AMERICAN VERTICAL DATUM 1 "-20' 9��l�/ = CENTER LINE P.I. - POINT OF INTERSECTION SCALE p 7 R/W - RIGHT -OF -WA EOW - EDGE OF WATER _ 9 (A) = ACTUAL TOB - TOP OF BANK I I (W) = WITNESS LB - LICENSED BUSINESS DATE 02-10-17 LORI ` R STEREOS VEYOR AIS APPER = 8 F.B. DC 153566, NOTES DR. BY BRB DIR. P:\2017 (81358)\81396-153566-BNDY-PP -)-6PO-TREE ORDER NO. 153566 FILE 81396 MAP SHOWING BOUNDARY'; TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED TO: AMERICAN CLASSIC HOMES, LLC L O 2 2 BL CK 5 L O T 2 .3 BLOCK �_ �. BLOCK 5 UTILI S a RAM S85'20 02 E _ FND �" I.P. e WooO FENCE � �. FNNOI.p. . P 125.00' m57-jgi g` E 7 18' 14. 0.26' LB ,13857 N46 �'-`^" --._- " I 3.0' OFFSET 0.1' 0.15` 9".14' `-` 14. vim; CEDAR j7 _"' -^-14.1 -` PROPOSED 1i 0 '7 - -� 14.0'x1 VE v �� 14.5-\CONC, COVERED Y ------•--._ i C 22.6 PO1tCH L 0 T s /; ttd 4$ 7 11.4' BLOCK 1 f14,5 INTERl(VACA OR HOUSE' $HED t AND CONC, NOT LOCA 14.5 * PROPOSEDOMER 8 4. i 1" 5 N.� M aj a114 4.6 RESIDENCE oT � ID PLAN #1762 » a o W=48.67' 4.1 f .( 1 D -60.5O, o .� • 08 •i[7 1 T4.3 F E.E�.a�15.50) .i°i /t4.9 x x , N? 4 4.7 pi f �►~ PROPOSED C ! 14.5 �NRYO \ j �► 4 WOOD f FENCE L 22.6 ire PROPOSED. .. 4.8 ?� / 'CON .DRIVEWAY - . PROPOSED4.1 "CON ETE J TRY wA w 1 F�ND 4. �" f.P. «. ��// NAZI As . NO 1.0. FND �" !,P 14 AND DISK N85-2 �a2"W LB 13857 .' WATER: R ° METERS8520'02" (SEARING BASE]SE) - °"-'-•.-,-..•,.,_� CURVED DATA C1 N7318'4 "W ,, `1 '•",� 3.7 CH 49 99' 12.9 CONI. CURB m vn. R = 12a ' AMBERJACK PANE' ,2.B7 A = 50. ' (6a RIGHT OF WAYj F F I C E COPY A _ 2,V)2!40" 12.7 Approved By Permit Desk Building Department 13 -NCHMARK*- T NAIL do DISC; LB X3857 City of Atlantic Beach, FL It EDGE OF ASPHALT E VATION: (12.96) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1958 BUILDERS ENDORSEbdENT SIGNED: NAME: DATE: PUBLIC WORKS NOTE --NO LOT GRADING ENGINEERING PLANS WEREOFFICE CoDV PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. { )APPROVED DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN { i DENIED {I NOT APPLICABLE TO DEPT Cr ADDRESS: 705 AMBER JACK LANE LOT 8, BLOCK 5 PLAN #1762 LOTSIZE 9,867* SQ. FT. -r DRIVEWAY TO R/W 418t 'SQ. FT. ENTRY WALK 66f SQ. FT. RIGHT—OF-WAY LENGTH 79.90 FT. TOTAL IMPERVIOUS COVERAGE 2,971* SQ, FT. 3OX THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADOMOSIAL EASEMENTS R TWD_QRESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN hIE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILI.E. FLORIDA,' DATED 06-03-13 AlL AMERICAN SURVEYORS OF FLORIDA, INC. LWD SUff&, W -3751 SARI JOSE PUC$ SUflr 15 - MCKS0h1V= nORA4. J=7 - 904/278 -OM - UCENSEO LANG WMNESS NO J937 Legend or ---or FIC - AR C NDW El:EVAt10N NR CGNOGWNER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE AS SHOWN =4 I.O. - WENGFIGgION LD. SUPERVISION AND OIRECI'ION, THAT THERE ARE NO ENCROACHMENTS EXCEPT 7 CASE" C PALM. • MM REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS MON. - MGNUM P.T. - POW OF TANGENCY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL I.P....- IRON PIPE IR •,a � P.C.P. • PERMANENT CONtROL POW PURSUANT TO CHAPTER 472.027 / CHAPTER' 61G17-6, FLORIDA STATUTES. AMERICAN A : DELTA CH � P.C. - PW OF CURVE P.R.C. • PouR OF RevfRSE CURK P•C.c- ROWS OF COMPOUND CURVE SURVEYORS SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, R - BR.4 BUILOWG'fiESTRIC110N F.P.&L- FLORIDA. POWER At -" JAMES D. HARRISDN, JR., No. '2647 INC. Io ;, � ((R mPa . TtW—$ . MICHAEL A. C BRIM, No. 6643_ w RAO NGYO • HATIONAR OEOOEVC VERIK:AL DATUM 1 "=20' (R) MMH U E NAVD - NORM AMENCAN VERTICAL DATUM SCALE CENTER U E PA. - POW OF INTERSECUON . g - RIW - RIGHT -OF WAY COW EDGE OF WATER � '��'�•• r (A) w ACPJ& TOB •. TOP Of BANK LO .. UCEMSED MONESS DATE 02-10- 7 MA FLORI REGISTERED SU tNi AND MAPPER =$ (w) - yaMEss F.B.. DC 153566, NOTES DR, BY BRB DIR. P:\2017 (81358)\81396-153566-BNDY-PP-TOPO-TREE ORDER N0. 153566 FILE 81396 MAP SLOWING BOUNDARY, TOPOGRAPHIC & FREE SURVEY'' WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 3O PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED TO: AMERICAN CLASSIC HOMES, LLC L O T 2 2 BLACK 5 L 0 T 2 3 BLOCK 5 a1- A E do o ~ -~ BLOCK 5 uiidlAEs EASEMEN - 6' WOOD :FENCE -~ FNO' �` I.P. --- "'"' --- FNNOI.D. 585'20'02~E 125 Q0' m IR 77,39149-E . NO3'58 46 �_ w ` 7`.16 0.26' LB #'3857 0.15` "e CED1�R 14. iv 3.0' OFFSET CEDAR '_--~-= L7 14� ^-- �- --�. 14. j 19.0'x12.5' I � CEDAR PROPOSED CONC. COVERED I L 0 -------- j PORCH I T$ I BLOCK $ 48.7 p (VACANT) j + fi4.5 t INTERIOR HOUSE, SHEDS ANp CONC, N07 LOCATED % 'up ' j-14:5 4i PROPOSED CUSTOMER 0 in r �,ta.6 RESIDENCE ;�I o� ce! PLAN #1762 j w !Egli W=48.67 � tIm it 1. ' o � Qo =60.50' 4.91 4.3 � F.F.E.=(15.50) *. 1 *, �� 14.Sy d COVERED 1! jj ^y xr t WOODx 3 FENCE L 21.3' i 1. r - - -- -� t / •^S o o� 25' B.R.L. t12 V + x PROPOSED J t 4.6 aQ 18• CONI .` I `~"'�IWWAY PROPfJSED �- n 1.D:-14.1 a� f S'i EN fR CO CR 01 Nq N ALK 4cj FND !.R 14. '; ' 14. NO i.O. �SEf NAIL•.. ,� FWD I.P ANp DISK N8 '20'02"W 161.30' 2 WATER a l' +� y38.57 (BEARING BASE) METERS 13 0 N85-200020Wx r t3. 29.54' a t.s:� �• _ c1 CURVE DATA Cl�2o4F N73-18142 W '`•' 3.7 CH 9.99' 12.9 CONC, CURB ac GUTIERD • AMBE'RjACK LANE 2,87 Rat O.OQ ok a� A 'i .3fi (0 RIGHT OF WAY) A = 4ro2.40* 12.7 BENCHMARK: SET NAIL & DISC: LB #3857 IN EDGE OF ASPHALT ELEVATION;(12.96) PUBLIC WORKS ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 6APPROVED BUILDERS ENDORSEMENT { } DENIED SIGNED: NAME. { } NOT APPLICABLE TO DEPT DATE: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN NOTE:_ NOTE, 1. NO LOT GRADING ENGINEERING PLANS WERE SIDE/FRONT BUILDING TIES ARE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. MEASURED TO THE EAVES. 2, HEIGHT OF BUILDING FROM GRADE IS 21' ADDRESS: 70 AMBER JACK LANE MOVE HOUSE FOR W D: 08-11-17 (OFFICE) LOT 8. BLOCK 5 PLAN #1762 LOT. SIZE 9,867± SQ, FT. DRIVEWAY TO R/W 402±_ SO. FT: ENTRY WALK 661 SQ. ff.- RIGHT—OF—WAY LENGTH 79.90 FT, TOTAL IMPERVIOUS COVERAGE 2555# SQ. FT. 30% THIS SURVEY WAS ERFORMEO WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDTIONAL EASEMENTS ANO/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY AT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 'X' AS SHOWNr ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA., INC. LAND SURIoMn - 3751 SAN "E FMC& SUITE 15 - .MCKSONW" nORlCK 32257 - 904/279-0088 - iXENSED L OD BUSINESS NO. J857 Lend =-51 �• F.F.E. - AIR C FLOOR ELEVATION A/C .AIR CONDITIONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - FND. •FOUND .- TASEM I.D. - IOEN11fiCATROH SUPERVISION AND DIRECTION. THAT THERE ARE NO 'ENCROACHMENTS EXCEPT AS SHOWN -4 CONT • ccacR P.A.N. - PERMANENT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS Mo.c MON. - MONU R.P. RRON MONUMENT EHT P.T. - POINT OF TANGENCY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL P.C.P.. - PERMANENT CONTROL POINT PURSUANT TO CHAPTER 472.027 % CHAPTER 61G17-6, FLORIDA STATUTES. A - DELTA CH - CHORD ANGLE P.C.- POINT OF. CURYE.. P.R.C. - POINT OF REVERSE CURVE AMERICAN SURVEYORS A - ARCRAD R RMN P.C.C.-. POINT OF COMPOUND CURVE GINSURVEY B.R. 8UtU71N0 RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED 'BY SEAD.R.L.- FLORIDA. CAM ATM F.'.&-- FLORIDA POWER & LIGHT JAMES U. HARRISON, JR., No. 2647 INC. PED PRAT mp.- NGVO NATIONAL VRNGL DATUM MICHAEL .;. .3 -�J RADIAL UNE NAW -NORTH AMERICAN VERTICALDATUM SCALE1'-20' -CENTER UNE PJ. -P01NT OF INTERSECTION R/W - RMHT OF -WAY EOW •EDGE OF WATER 9 ILy j • WRN LD . T ED SUNSINESS DATE 02-10-17 ORI STERED •SU A R � PER =8 FB, DC 153566, NOTES DR. BY DRf3 D/R. P:\2017 (81358)\81396-153566-SNDY-PP-TOPO-TREE ORDER HD 153566 E7LE 81396 MAP SHOWING BOUNDARY TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 3O PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED TO: AMERICAN CLASSIC HOMES, LLC L0 T II BOCKg2 L O T 2 3 BLOCK 5 2 4 RAINAGE U LJ 4.0 _" ~- _ BLOCK 5 S EASEM N 6 W000 PENCESi_ FND �� T.P. -. _. FND �- I.P.'S'20'02"E 125.00' O I.D,� -" NO I.Q. 'QS7739'49`E NO3'58 46 -- iv 7� 18' 0.25' 1.9T,- 38 0.15' "- `"" ""' FID ye14--�wc 14. 3.0' OFFSET a.i. i CEDAR t -T-ip 14.1 J r° I PROPOSED I i. - 17-.14` I s4.s� a CarocOcauFR>a CEDAR k ti 21.3' I --------- PORCHz BLOCKT $ f m I 48.7 T1.4 _ANT} f 11' ! N (VACANT) N f14.5 I INTERIOR HOUSE. SHEDS I AND CONC NOT LOCATED 4:5;11a F PROPOSED j 14. MOki CUS 4.6 RESIDETOMER °' PLAN 1762 i.. W x �f mill, o W=48.67' r O C? R v D=60.50' i 4.9 J 0] 4.3 L F.F-E.=(15.50) a t w 4r �� �{ 1 "? V 3 1 44.7 o i 14. ! e ° ER p° ' 3► x Z ENTRY a ! �f 41 FENCE3 I 8.3' .. r-tO.T t " x PROPos ' 4- y x^14.8 ?a . VE E+WAY xPROPOS .0' 4�.14_YD +j o"'1C4 NTRWALK V f FND No LD: SEt NAIL.., i4. 1; iy 14. ti f.P AND DISK :�' 85'20'02" W 161.30` 2 wAT£a 4,t, La N13a57 (BEARING BASE) METERS 11 11 N85 -20"020W 29.54 CUR E DATA Cl aza 3.7 N73 8'42"W CH 49.99' 12.9 CONC. CURB ac GUTTER 0", + rN "" $ � LANE N2.87 R a 120. 0o AMBERJAt;K A = 50.3fi (o RIGHT OF WAY) A 24'02'40" 12.7 16ENCHMARK:_ SET NAIL & DISC: LB #3857 IN EDGE OF ASPHALT ELEVATION: (12.96) P BLiC UTILITIES ELEVATIONS SHOWN HEREON REFER TO NAVD of 1988 BUILDERS ENDORSEMENT { }APPROVED SIGNED! { ) DENIED NAME. !MN ' APFLICABLE TO DEPT DATE: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN N_ NOTE, 1. NO LOT GRADING ENGINEERING PLANS WERE SIDE/FRONT BUILDING TIES ARE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. MEASURED TO THE EAVES. 2. HEIGHT OF BUILDING FROM GRADE IS 21' ADDRESS: 705 AMBER JACK LANE MOVE HOUSE FORWARD: 08-11-17 (OFFICE) LOT B, BLOCK 5 PLAN .#1762 LOT,, SIZE 9,867+ SQ. FT. DRIVEWAY TO R/W 402E SQ. FT. ENTRY WALK 66± SQ. FT. RIGHT--OF-WAY LENGTH 79.90 FT. TOTAL IMPERVIOUS COVERAGE 2.955± SQ. FT. 30% THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 'X' AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 LL AMERICAN SURVEYORS OF FLORIDA INC. UND SUR14E7DRS - 3751 _%W JUS£ PLAC& SUN7E 1.5 - JWKSONV a& FLORN)A 32257 -- 904/279-OOM - LICENSED LAND BUSINESS NO. JW7 Le on - 5 COV. - F.F.E - FINNSNN FLOOR EtEYATRIN AIC • NR CONDITIONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - �u�l , N D La - I00MCAIMM SUPERVISION AND DIRECTION THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN - 4 CONC - CRETE P.R.M. - PERMANENT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS Ma+• NUMENT MONUMENT P.T. - POINT of rANaENCr SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS A� I.R. i N ROD P.C.P. -PERMANENT CONTROL POINT PURSUANT TO CHAPTER 472.027 r CHAPTER 61G17-6, FLORIDA STATUTES. A - 0 TA ANGLE P.C. - POINT' OF: CURVE AMERICAN C A.R.C. - POINT OF REVERSE CURVE LENGM P.C.C. - PONT OF COMPOUND CURVE SURVEY NOT <VAUD UNLESS EMBOSSED BY SEAL SURVEYORS R IUs B.R.L. - BUONO RESTR MTION UTm F.P.&L R MIOA POWER & LIGHT JAMES D. HARRISON. JR., NO. 2647 OF FLORIDA. INC. rol (IVP.) - TYPi L NGVD - NATIONAL GEODETIC VERTMAI. DATUM1"-20' MICHAEL A. QARRETI', No. 66 IAL UNE NAVD - NOAMERMAN VERIWAL DATUM SCALE rt UNE PJ. -PRTH OINT OF INIERSECRON - R/w - -OF-WAY EOW - EDGE OF WATER .4 (w) - TLB - TOP OF BANK Ess LB - UCENSED Busimms DATE 02-10-17 �LOR19A- STERED SU R ANrPIWPER =8 F.B. DC 153566 NOTES DR. BY BRI DIR. P:\2017 (81358)\81396-153566-BNDY-PP-TOPO-TREE ORDER No. 153566 FILE 81396 L L 0 02 CURVE 0 N73'18'4: CH - 49 R = 120. A == 50. A = 24 MAP SLOWING BOUNDARY TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWNON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 3O PAGES 60-604 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED TO. AMERICAN CLASSIC HOMES, LLC 22 K g L 0 T 2 3 BLOCK 5 2 4 ' RAtNA °D o BLOCK 5 UTIU S EASEMEN 6' 1MpOD ~- "`- FNO` t.P. FENCE r.�85'70; -- -�. "--- --- -� FNaQ:P, 02'E 125.00 S7 739'49 -E N0338 46.7.16- cv R 0.28' 13857 0.15• ---_ -. -_ T-- h�r"14. rr 14. 3.0' OFFSET 01'`~ CEDAR 1 ' ~~ FO1_4�.1 PROPOSED 11 14 I ` 19:0x12CR 'Al }r CONC. COVERED t ,� 21..3' ,-------- PORCH I 0 T 8 ' 48.7 I. BLOCK go NITY DEVELOPMENT (VACANT) 1 I fi4.5 1 INTERIOR HOUSE, SHEDS 1 � at PROPOSED a AND caws. NOT -LOCATED I 4:5 x <i E N I E D� CUSTOMERI'd Aj in 0 '1{ RESIDENCE rn W x j(it' PW=4&67- 62 1- i a t" C) 0 e °° D-60.50' o f 4.9 {c ^► tp g 4.3 t F.F.E..(15.50 a i w '(4tp ' E j `14.7PROP 1 " X'Z 14.5COVETEMDENTRY f ^� p I 1 0 I SCE 21.3' i O O� 25'8.R:L. 1 9'' !�:1$. t- �xPROPOSED x14.8 2a r J 18 CONC. IVEWAY PROPOSED 4.1 14.3 EMTRYRETE C4 .- , WALK (,T FND ` I.P ASEt ND .NA� 14. A+j1_ 14. rl� J 02"W 161.30' r WATER 4 ' LB #3857 TNG BASE) METERS 0 17 N85*201020W14,1.6 13.x, 29.54, �' ~---- -- . - --- -- _ _ - - - C 4W IiAC1 40 7 3.7 12.9 fig 80NC. JA i7ERrtnt 2.67 9 �E p 160# RIGHT' OF WAY) Ck � ox ASR �4u- 5E NAIL & DISC; LB #3857 IN EDGE OF ASPHALT - EL VATION: (12.96) Ell VATIONS SHOWN HEREON R TO NAVD OF 1988 12.7 BUILDERS ENDORSEMENT SIGNED: NAME - DATE: DIMENSIONS 'SHOWN HEREON ARE PER FOUNDATION PLAN WOTE:- NOTE, 1. NO LOT GRADING ENGINEERING PLANS WERE SIDE/FRONT BUILDING TIE S ARE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. MEASURED To THE EAVE 3. 2. HEIGHT OF BUILDING FROM GRADE IS 21' ADDRESS: 705 AM 3ER 'JACK LANE MOVE HOUSE FORWARD: 8-11-17 (OFFICE) LOT 8, BLOCK 5 PIAN #1762 LOT SIZE 9,867± SO. FT. DRIVEWAY TO R/W 402± SQ. FT. ENTRY WALK 66± SQ. FT RIGHT-OF-WAY LENGTH 79.90 FT. TOTAL IMPERVIOUS COVERAGE 2.955± SQ. FT. 3076 THIS SURVEY WAS PERFO tmED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITION EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MANY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN _HEREON -IS IN THE SPECIAL FLOOD HAZARD ZONE "X` AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA., INC. UM SLMMRS - .1751 SW JOSE ARM= SUf7E 15 - rtACKSOAMU& f'L1ZN at =57 -- 9fJ4/279-OO1TB - MENSM LAND' SUMESS NO. JW7 5 COY.D F.F.E. FDASN FLOOR V"AtION A/C -AIR COMMONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE _ EFNDST - EASE ME)aCai I.D. - IDMMCAIKIN SUPERVISION AND DIRECTION. THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN -4 + CONCRETE P.R.M. - PERMANENT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS MON. - MONUMENT MONUMENT P.T. - POINT a' TANGENCY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL I. .. '.IRONRROD I.R.A P.C.P. - PERMANENT CONTROL. PONT P.C. - POINT OF PURSUANT TO CHAPTER 472.027../ CHAPTER- 61G17-.6, FLORIDA STATUTES. AMERICAN - DELTA MOUE CN CHORD CURVE P.R.C. - POINT OF REVERSE CURVE SURVE MRS A - ARC LENGTH P.C.C. - POW OF COMPOUND CURVE 81R.L. - BWLOINO RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA , - RAOMIS e► - CALCULATED - FLORIDA POWER s U G HT JAMES D. HARRISON, JR., No. 2647 INC. {D) - DEED - PLAT (TMP.) TYwCAL NM. HATKIM CEGDEIIC VERRC& DATUM MICHAEL A. GARREIT, No. 6643 f {R - RADIA LINE tn7 NAVO - NORM AMERICM VERIKA DATUM SCALE 1"-2D' S - CENTER UWE PJ. - POINT OF INIERSECRGN 9 - ACTHT-DF-W Y - OF WATER jo (A) •AERIAL (A) (W) . WRHRSS TOO TOP T08 -TDP OF BANK LB - LICENSED BUSINESS '-R ' DATE 02-10-17 FjLOR1qAK_REGKnRED S RPER - =.8 gg, DC 153566, NOTES' DR BY BRB &R'" P:\2017 (81358)\81398-153566-BNDY-PP-TOPO-TREE ORDER No 153566 ALE 81396 AP SHOWING BOUNL?ARY, TOPOGRAPHIC & TRE'E' SURVEY WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED 1N PLAT BOOK 30 PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OFDUVAL COUN, FL CERTIFIED TO. AMERICAN CLASSIC HOMES, LLC TY L 0 T 2 BLOCK L o r 2.3 firBLOCK 5 U711j EA M NT 4.0 '-~ �- 6' wnon FENCE --- FND ¢* i.P. BLOCK 5 ---•� NOI.D:P. S8ST2(}�Q2 Ems- fin, .1�2.1.k * N0*46 --� :16' �Jr. W S77'39E'49`E ' CED 14.LB 13857' ca 8".i4, 14. 3.0'T .'- "'W'�+11r cu CEDAR -�..-. _` ` O1 PROPO., 17;14•"`-` ?o i 4.10 j 14.5 CONIC,OCAyE . ��� i 22.6 PORCH RED -' 4B.7 11.4' BLOCk 5 90 j vACANr� ( ! '�• x14.5 tNTERN>R HOUSE ! j x14.5 k < PROPOSED AND mac. NOT L CAS d ! CUSTOMER 0) c in.c f-14.8 RESIDENCE ,n .z,1 g6 PLAN #1762 L. W K f a v9 o W-4&67' ! a ca j Da60.50' t>} 1 4.3 F.I:.E;a(15,50) j '14.7 a A"� 14.CO PROPOSED ! ~� 4�WDOI)x FENCE O L 22.6' m :r >< PROPOSED ry n :141 "x C QRIYEWAY PROPOSED ! FIND em1A N=43 CON ENTRYCRETEWA NO 14. N0� I.P - ���/// SET NAIL . �s ^� 14. N$5 2002M W 161.30' SX 2 WATER LB 138157; '. (BEARING ASE) METERS Q 13 Nas'20'Q2' v. w x e - CURVE DATA Clx-136 ; N7318'42"W CH - 49.99' 12.9 CONC. CURB & c1,rTEa •. " ---..�, R - 120.00' JALANE ~- ,2.`87 A - 50.36 tsO RICHT of WA A = 24'02'40 12.7 SET NAIL & DISC; LB X13857 IN EDGE OF ASPHALT ELEVATIO :(12.96) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 ADDRESS: 705 AMBER JACK LANE THIS SURVEY WAS PERFORMED OUT THE BENEFIT OF A TITLE COMMITMENT, THERE MAY BE ADDITIONAL AND OR RESTRICTIONS THAT ARE: NOT SHOWN ON THIS SURVEY THAT MAY BE F ND IN THE PUBLIC RECORDS OF THIS COUNTY. n E3UILDERS ENDORS M IT SIGNED.-,- NAME:-- DATE: IGNED:NAME:CDATE: NOTE -NO LOT GRADING ENGINEERING PLANS WERE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. DIMENSIONS SNAwm WVDC'nu AGE' sre �..........,.... - LOT 8, BLOCK 5 PLAN X11762 LOT SIZE 9,867+ SQ. FT. DRIVEWAY TO R%W 418; SQ. FT. ENTRY WALK 66f SQ. FT. RIGHT-OF-WAY LENGTH 79.90 FT. TOTAL IMPERVIOUS COVERAGE 2,971; SQ. 7--.-30-X THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 7- AS SHOWN UNDERGROUND ENCROACHM ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE.; FLORIDA. DATED 06-03-13 ALL AMERICAN SURV'E'YORS OF FLORIDA INC. 3751 SW d0Sr PUC& sl,� 15 - MCKS0wU& FLORQ�, =57 � ���-� MMSO � LUW SM Wn eus�Ai ss No JM7 COY. - COVERED FF. L + FINISH FUIOR ELEVATpN Esu? - .EAsETTTT CONC - CONCRETE 16' P.R. - NR COND010NER + IDp10FIG►noe . +.PERMANENT.REE'ERENCE THIS IS TO CERTIFY THAT THE ABOVE LANDS WERESURVEYEDUNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN ` 0 141 MON. I.P. - MONUMENT P.T. MONUMENT w PONT AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS I.N. - LION PIPE . ural ROO P.0 of TANGENCY . + PERWwENT Cowmx Pow SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL' SURVEYORS AND MAPPERS PURSUANT TO CH • DELTA ANGLE . CHM P.C.P0141 P.R... OF OURVE POW OF REVERSE CURVE CHAPTER 472.027 / CHAPTER 61G17-6. FLORIDA STATUTES. ALL A . ARC MM PC . + POW of COMPOUND cumc AMERICAN (c : C J1TEo (Im Reardenm - Fl.o LIKI)INOpowE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS S� + oEEO ) + TrPNSW JAMES 0. HARRISON, � Na. JR. 2647 OF FLORIDA, P F w PUT - RAO" UNE CENTER N NA - NATION. GEOOM VERTICAL DATUM - NORM AMERICAN VERTICAL DATUM MICHAEL'A.REIT, NO. 6843�f SCALE 1 "-20' �/ %IVC + UNE P.1. + POINT GF IWOMECTWN l•�•/ � f R/W - RIORT-OF-WAY EOV •EDGE OF WATER (A) nn + ACTIlAL, -WITNESS TOB Le • TOP OF SANK . ucEI4E6 rn>swEss C'� DATE n2-10-17--=---r-�-�DC - 9 ;B 153566, .,:;;S_ FLORIOK REGISTERED SU[tVEYOR AND MAPPER ` DR. BY BRB &R. P:\2017 (61358)\81396-153586-BNDY-PP-TOPO-TREE - ORDER ND. 153566 RLE 131396 MAP SHOWING BO U1 VD.AR Yo TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN QE LCAT 8 BLOCK 5 AS SHOWN ON MAP oFJ O B COPY ROYAL _ PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED T©. AMERICAN CLASSIC HOMES, LLC L 0 T 2 Z BLOCK L O T 2,3 --- -.� BLOCK 5 R INA �-- ---- U US L 0 T z 4 T1£EASEAd 4.0 , `� , BLOCK 6 YNpOD PENCE ----. 5 ---- fND �` I:P, �Jr'2�'a2'�E_~� `r' �ILP, im-Nl4t.D --- _NO I.D. 125.00 �s77'49 -.-s£r NO3 .15, iv 7.16' 0.26' L8 % lAl; r _ �-� _ - —f14. 3.0' OFFSET 1. P, CEDAR r -1 �_ m ~~ fC7:;'7: — �- - 4.1 14:5 PROPOSED j it � --.�. I CONC.0002.5' I y� �. 2l.3' t --� PORCH COVERED i L 0 T 8 /' f 48.7BLOCK 5 (VACANT) i-14.5 INTERIOR y xi o! A Ouse HE PROPos4:5 �T LOCATE!) Dor CUSTOMER EO I ND coNc 1T j rt4.ts RESIDENCE P t „ t LAN #!1762 ti �W a ur c W=48.67'' f p .a °U 4.3 I.F.E.-(15.50} t ri4.9 PROPOSED 1r COVERED r k Z i ENTRY f 4` A� r f tl ,Ar L 21.,3# r x •PROPOSED. _ /44.5 1�016 CONC. T.O 4.1 VEWAY " Jr PROPOSED 14CONCRETE FND' ILP, ENTRY WALK 1% C NO lb, ,A t NAI! 14. �*: FNO �' I.P AND DISK �,. 14. N85'20'0 !"W 161.3Q' 2 wgrER a ' x13857 (BEA RI G BASE) METERS Q 11 N8520'02"W 1 29.54' -- CURVE DATA Cl -� CHm CH m49.99' 8s 12.9 - ` o'- "`„�-�- 3a CONC. CURBOU . - R aX20.00' '41418ERJ.-_ CK LANE 2.87- A>:= 50.36" (60' RIGHT OF WAY) 0 24*02' 12.7 REVISION BEN IMARK: sp#_ REs 7 - ©c 2 o SET AIL DISC; #3857 �� � IN EDS OFF ASPHALTLT DATE , [�.J ELEV TION: {12.96} SIGNED ELEVA TONS SHOWN HEREON REFER TO NAVD OF 1988 BUILDERSENDORSEMENT SIGNED: NAME: DATE: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN NOTE,. NOTE: 1. NO LOT GRADING ENGINEERING PLANS WERE SIDE/FRONT BUILDING TIES ARE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. MEASURED TO SHE EAVES. 2. HEIGHT OF BUILDING FROM GRADE IS 21' ADDRESS: 705 AMBER JACK LANE MOVE HOUSE FORWARD: 08-11-17'(OFFICE) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, LOT 8. BLOCK -5 PLAN X11762 LOT SIZE _9,867+ SQ. FT. DRIVEWAY TO R/W 402+ SQ. FT. ENTRY WALK 66f SQ. FT. RIGHT-OF—WAY LENGTH 79.90 FT. TOTAL "'IMPERVIOUS 'COVERAGE 2,955+ SQ. FT.' 30x THERE MAY BE ADDITIONAL EkSEMENTS ON THIS SURVEY THAT MAY BE AND/OR RESTRICTIONS THAT ARE NOT SHOWN FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, -UNDERGROUND- ENCROACHMENTS NOT'LOCATED; THELOT SHOWN HEREN ISIH HAZARD ZONE "X* AS SHOWN THE SPEIAL FLFJJACKSONVIL1S, ON FLOOD RATE MAP00408 FOR THECCITY OFN FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA INC. UWUR MjW - 3751 SW JOSE FMC& SUIFE 15 - JACA' O W" aoNa1 3257 - 94/279 -Deas - cra ovsm wvo 81/SINE53 W. 3857 FHD'. F.F.E. - fifFINISHFLOFLOORELEVATION A/C -'.AR CONORiONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE =5 - ESMT - EASEMENT MON.. CONCRETE MON. ..MONUMENT LO..M. IDENTIFICATION P.A.u. - PERMANENT REFERENCE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL T, -4 I.P . IRON PIPE P.T. pol �c P.C.P. STANDARDS SET FORTH 9Y .THE FLORIDA BOARD. OF PROFESSIONAL SURVEYORS AND MAPPERS I.R. " IRON Roo - PERMANENT CONTINOL POUR P.C. - POINT OF CURE PURSUANT TO CHAPTER 472.027 J CHAPTER ¢1G-17-6, FLORIDA STATUTES. �[� CH CHORD A ,, ARC LENGTH P.R.C. • POUR OF REVERSE CURVE P.C.C. • POINT OF COMPOUND CURVE AMERICAN ` RALCULATED e R.L. BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYdRS ic) F.P.kL- FLORIDA POWER & LIGHT JAMES 0. HARRISON. JR., No. 2647 OF FLORIDA. p. PLATEED R . RADIAL UNE N VO .NATOCAL OEOOEnc VERTICAL DATUM HAVO - NORTH AMERICAN VERTICAL DATUM MICHAEL. A.; GARREM. No. 6643'/_/ SCAlE 1 "-20' IL - CENTER .UNE RjW. - RIGHT -OFA -WAY. P.T. - POINT OF INTERSECT" EOW. - EDGE OF WATER �(/� - (W) 8 - TOP OF BANK 9 - wlmEss LB - LICEIM BUSINESS DATE 02-10-17 , 0 SIERED SU"R AWfWPER 8 F.B. DC 153566, NATES DR. By BRB DIR. P:\2017 (81358)\81396-153566-BNDY-PP-TOPO-TREE _= ORDER NO 153566 fTtE 81396 V, P SHOWING BOUNDARY TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN OF LOT 8 BLOCK 5 AS SHOWN ON MAP OF ROYAL PALMS" UNIT ONE AS RECORDED IN PLAT BOOK 30 PAGES 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL CERTIFIED T0: AMERICAN CLASSIC HOMES, LLC L 0 T BLOCK 5 2 L O T 2 3 BLOCK 5 -.__.. o____„ L 0 T 2 4 1 --- _" --- BLOCK 5 UTIU SEA M 4.0 --� FND �. f.P. F"Na�.ri:P' 8 woOD FENCE S850'f.?.2"E 125.00 WS7- 7i 9L g -E --'Er, N0 5 �4g rr --- -,_ _ . I IED 0 26' 1 13857 t2:p y 14. n 14. 3.0' OFFSET D.1' r.14' _ _ . -"".+...�.r 41 CEDAR PROPOSED �AR�- Q 14.5 19.0'x12.5' % #X CON P OCOVERED RED �� f 22.6 L CIT i 48.7 f 1.4' BLOCK 5 A4.5(VACANT) HOLT SHED ! • '! f4.5M 'D CDNc PROPOSED NOT LOCA D a CUSTOMER 4.&N ! SIo' M � W' e 4.8 RESIDENCE >!� PLAN #1762 irf � ci x o W-48.67' .� K d Da60.5o' a !� 040 F.F.E.= ,�.1 4.$ 14 !h 4.3 rn M f N44.7 PROPOSED ! 14, COVERED ,3► /� .� __ x Z ao 1i ENJrRY WOOD FENCE R % •'7 L 22.6' 1 Its '2S B.R.L. " ----•. .. ! ry A- 4.6 a.d id• CONC. Tq~��" X C? DRIVEWAY h PROPOSED 1.O 4.1 t1? 3x CONCRETE N 14.ENTRY WA j FNO' t,p 14. ny 14.1r N0 I.D. FNTD �" !.P ~ SET NAIL I'+ J N85 20'02" • LB D# 851. , r 161.30 2 WATER (BEARING BASE) MErERs D 13 N85'20'02" M °"`�„--.� °: • x.-13.8 29. ir' CURVE DATA Cl 4� a N7318'42OWa- 3.7 CH = 49.99' 12.9 CONC. CURB &GUTTER 48 ' AMBERJACK °• R = 120.00+ �.14NE 12.87 6p RDA A = 50.36" (60' RIGHT OF WAY) A = 24*02!40 12.7 SET NAI & DISC; LB #3857 IN EDGE OF ASPHALT ELEVATION: (12.96) ELEVATIONS SHOWN HEREON REFER 1 D NAVD OF 1988 BUILDERS ENDORSEMENT SIGNED: NAME: DATE. PUBLIC UTILITIES {APPROVED { ) DENIED { =LICABL9 T DEPT ADDRESS: 705 AMBER ACK LANE NOTE -NO LOT GRADING ENGINEERING PLANS WERE PROVIDED BY THE CLIENT PRIOR TO THIS DRAWING. nimrN! ION4 -gi4n 1 m HFRF(NJ ARF PFR FO11NnATION PLAN LOT 8, BLOCK 5 PLAN #1762 LOT SIZE 9,867: SO. FT. DRIVEWAY TO R/W 4181 SO. FT. ENTRY WALK 661 SO. FT. RIGHT-OF-WAY LENGTH 79.90 FT. TOTAL IMPERVIOUS COVERAGE 2.971+ SQ. FT. 30% THIS SURVEY WAS PERFORMED I UT THE BENEFIT OF A TITLE COMMITMENT, THERE MAY BE ADDITIONAL EDAMSE AND//OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE OUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X' AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA. DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. t.wnMMMMM - =1 SAN XX PUC& SUff 15 - ACA50N aE; aONA 33297 - 9'04/378-WM - tlAE60 wvD MMM No 357 Le end sr+ �vu r FF.E. - FINM FLOOR ELEVATION A/c . NR CONpmp THIS 15 70 CERTIFY THAT THE ABOVE (ANDS WERE SURVEYED UNDER MY RESPONSIBLE LD. • IDENTIFICATION SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN = 4 ESM: " EASEMENT colic - CONCRETE F.R.M. w PERMANENT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS MON. - fAONUNIENT"A0fM1p . F P.T. POINT Of TANGENCY SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL :RRONON a p P•c•P• • PERMANENT CO�T P.C. - POINT OF CURVE - PURSUANT TO CHAPTER 472.027 j CHAPTER 61 G17-6, FLORIDA STATUTES. l� AMERICAN D .DELTA ANGLE CH - CHORD P.R.C. • POW OF CURVE SURVEYORS A • ARC LENGnf P.c.c.. POINT OF CONFOUND CURVE B.R.L. • OUNAING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, ((cyyyyyy : mmsmULArm FP.NYL- FLORIDA POWER k LIGHT JAMES D. 'HARR", JR., No. 2647 INC. O . DEED p w PLAT (TYPjNOVO - �1. NOVO w NATNNINAL GEODETIC VERTICAL DATUM MICHAEL A. 011RREIT, No. 6643^ J_ /, "=20' R - RADIAUNE NAVD - NDRiN AATERICAN VEItfICNlt. DATUM SSE 1 �i�r % - CENTER UNE P.I. - POW OF R/W - RIGHT-OF-WAY COW - EDGE OF WATER (A) - ACTUAL } TooIS.ifYa.t - TOP of LANK -LICENSED tluSwEss I.../:..flee'.'i......�.,.-...,.C.�F..-.. . DATE02-10-17 FLORI REGISTERED SURVEYOR AND MAPPER =$ F.B. DC 153566, NOTES DR. BY BRB 01R. P:\2017 (81358)\81396-153566-BNDY-PP-TOPO-TREE ORDER Aro. 153566 RLE 81.396