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M ur:ij- Z � " , > t=: z r- c -t;�q M Z 0 p, ;o --1 7 3; r ru i� 6 0 z M�z ;D z z r C > :r Z ZC tj 0 r r z z z 0 w " M 2 :�t:,I. M k E 2 6 w C-) L) M 2 0 M -0 (.1 " r;i j: t=I Z z M *9 rr -4 0 cl 9 -- 0 M :, C3 L t:l _9 M -4 Z- M z zF M M r- ' r; 0 M M 3, 3 3 -1 70 z M,IM F M M r rq -q rr z cl < 13 3. :3 c- 0 ;o �n cl < rn M M z X _n r- Mo Mo�! M �:K z IZI U tj c- 0 C3 --I rri M, rrl Zi 0 i�M C z z c Z a M 0 Z, 2 0 220 0 2 r n co rn-1 0 N 11 TM 2 it Mx p UVI z o 0 z so !>4 M !A N;o S U) Q;;;a Co*> I - M I I A CA co ni -8 iR LL a .1 30112 so kef ror !t FILE COPY MAP SHOWING BOUNDARY SURVEY OF: PARCELl: LOT 6, BLOCK 15, (EXCEPT THE WEST 90 FEET THEREOF), PLAT NO. 1, SUBDIVISION "A",ATLANTIC BEACH, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 5,,PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,,FLORIDA. Symbol Talote PARCEL2: Coole DescrIption Symbot THAT CERTAIN PARCEL OF LAND LYING EASTERLY OF LOT 6,, BLOCK 15, ATLANTIC BEACH,, ACCORDING TO THE PLAT THEREOF LP LIGHT POLE RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA,, BEING MORE WAMVS WATER METER PARTICULARLY DESCRIBED AS FOLLOWS: ELPM2 METAL POWEIZ- FOR A POINT OF BEGINNING COMMENCE AT THE NORTHEAST COMER OF SAID LOT 6; THENCE RUN NORTH 83 DEGREES 28 Hatch Table MINUTES 42 SECONDS EAST ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SEVENTH STREET A 40 FOOT RIGHT OF WAY AS NOW CONCRETE ESTABLISHED A DISTANCE OF 75.20 FEET TO AN INTERSECTION WITH THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF SAID CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 04 DEGREES 52 MINUTES 54 STEPS SECONDS WEST, ALONG THE LAST DESCRIBED LINE A DISTANCE OF 50.96 FEET TO AN INTERSECTION WITH THE EASTERLY COVERED PROJECTION OF THE SOUTHERLY LINE OF SAID LOT 6;THENCE SOUTH 83 DEGREES 28 MINUTES 42 SECONDS WEST,A DISTANCE OF 66.42 FEET TO THE SOUTHEAST COMER OF SAID LOT 6; THENCE NORTH 05 DEGREES 02 MINUTES 09 SECONDS WEST,, ALONG THE COVERED GRATE N87-,-,8,28.W EASTERLY LINE THEREOF A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. 8. 2' Abbreviation Table Uj uz "o" �82 DEPARTMENT OF NATURAL 0 Abbrev, Code Description RESOURCES MONUMENT 3-STORY CONDOMINIUMS WITH NO.72-81-A-20 COQUINA FACADE z< < ELECTRIC NORTHIN( LU NORTHING 2,181,553.6174 E T C EASTING 375,084.0036 18"EAVESSHOWN TRANSFORMER EDGE OF C) EP 0 54.0' 7.9 PAVEMENT L ARC LENGTH BUILDING TIES FOR DEP REVIEW PURPOSES ONLY R RADIUS CH CHORD LENGTH OFFICIAL ORV RECORDS VOLUME SEVENTH STREET CQASTAL CONSnWJCnON COMnWL UNE POINT OF BEGINNING P G PAGE 40'RIGHT OF WAY FND'rZ".P- NORTHEAST CORNER OFFICIAL RECORDS Construction SETI/2"I.P. (NO ID) VOLUME 14945,PAGE 1782 45 FORCE MAIN (NO.L.B.6470) GATE WATHING Z 180,W7.1902 45 BEND ORhAMENTAL N83'28'42"E uqsoNRywALL EASTWG 375,OW.9816 Parking FENCE APPROXIFAATES UNE SET 1/71.13. AC AIR CONDITIONER SE4MNG REFERENM 110.00, 6470) 0 zo-+Z VV -�r?- ".. I j��IE (LB __ T ... NIA30 N83028'42"E 217 aT1 34.9r 06' ASP ASPEN 75.20' 133.55' LANDS DEEMED VESTED IN THE 1.0' LU STATE OF FLORIDA BY FLA. 2 STORY FRAME RESIDENCE#6 STATUTES CH.161.191 EG EDGE OF GRAVEL L>U PROPOSED2ND MEAN HIGH WATER ELEVATION 1 84 STORYADDITION FEET NAVD88 LOCATED ON AU ST PARCEL1 It - LU (OFFICIAL RECORDS VOW E ONC'- LU 0 .Ifp 14�QRIVE 14945,PAGE 1782) '00 0 z 12,2009 ENC ENCROACHING WOOD Uj Z C0 OWSFON XWTROL LAE LU !.. L;F, , t.....:I DECK LLJ RECORDEDINPLATBOOPC �u U_ Uj to Q CN z PAR EL2 1z (0 35,PA 5&M PLAT BOOK < PB 0 0 F_0 W v 22.1' CZ) 0) C14 209.0- & to f,- 0 6 0� LU 0 > U 43 ,._. 0 0 to = 0 0 z 0)C:i 13: a a) 199'FROM W (9 co 11 TR TRACT LO OD DECK To co < F_ 01�r 13 W DUNES AREA SEASONAL H1!GH WATER LINE X z c CONCRETE Z < CM z 32 STRIP OF 0 < Ljj --MONUMENT _5 13 LAND BY PLAT z SET 1121P W _j ED EDGE OF DIRT N83028'42"E PLAS =T'r P EASTERLY PROJECTION OF CO I-YS -`souTHERLY 0 W WALL Off TATTICE�_ENCE_ -A -UNE 10.5 7.9 S83'2842W < ILI co 35.03' 0 54.99' < . 0 04 141.33' CONC CONCRETE U) 0.11 SET 1/21.P. X 6'H IGH S83028'42'W 07 S83028'42'W 66.42' SET 1121.13. C) (LB 6470) SONRYANDWOOD 110.00, (LB 6470) CO FENCE NORTHff4G 2,180.07.4113 WAY WATER LINE WYE q EASTING 3M 104.31581 N 24!'EAVES LOT 5,BLOCK 1 31 No a 9 FF FINISHED FLOOR LU 5 LU a. 4:--1 b 12.4' 0. WAT WATER LINE TREE 8 Temp toilet under ze 0 0 Q_r 217.8' 22.5 FPRCE MAIN 22 2-STORY FRAMED 65,240. wood deck LU 0 BEND RESIDENCE#675 �2 .20 FND FOUND *Trash will be 36"EAVES PI POINT [IF INTERSECTION OVERHEAD removed daily by OH ELECTRIC our dump trailer. A NOTES: NDE DEAD END SIGN dumpster will not fit. 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. POINT OF 2' NO UTILITIES LOCATED EXCEPT AS MAY BE SHOVM HEREON. PT LIJ 3. NO ATTB4PT VAS MADE TO LOCATE JURISDICTIONALWErLMD LINES NOR TO NOTIFY 7HE PROPERAGENCIES TANGENCY N 4. VERTICAL DATUM BASED ON THE NAVD 80. ABS PLASTIC SymboL Table to ABS C-4 6 BY 7HEUSE OF THIS SURVEY,YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. PIPE to Cocle Description Sy,k)OL 6 a - 0 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. SEC SECTION WATMET WATER METER 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRtrrEN CONSENT OF THE UNDERSIGNED. ALUM, SHED FP 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. SCA COR ER CPIPF IRON PIPE NOTE:THE COASTAL CONSTRUCTION CONTROL LINE AS SHOWN ID) HEREON IS RECORDED IN PLAT BOOK'C",PAGES 72-72H. NOW ONE WAY SIGN CPDF wpid%q FOUND NO UTILITIES LOCATED EXCEPT AS SHOWN. GRT GRATE THERE MAY BE STRUCTURES BURIED THAT EXIST THAT ARE NOT SHOWN. IP IRON PIPE TRAFFIC SIGNAL DESCRIPTION AS FURNISHED. TRAFFIC 1SIG THE MEAN HIGH WATER SHOWN HEREON WAS ESTABLISHED BY EXTENDING THE DOE OVERHANG EDGE CTL L2 ELEVATION SHOM AT MEAN HIGH WATER INTERPOLATION POINT 872-0214 tp. REVISIONS I. RECHECKED AND RECERTIFIED 8-26-2002 2. RECHECKED AND RECERTIFIED SURVEY FEBUARY 24,2004 /HEREBY CERTIFY TO: 3. RECHECKED AND REVISED TO ADD PARCEL 2,JULY3,2008 BANKS&BANKS 4. RECHECKED AND FIELD VERIFIED,AUGUST 12,2009 5. REVISED 11_3-2009 TO ADD NEW LEGAL DESCRIPTION ANDREW THOMAS DEHART AND BRIDGET CLINE DEHART DEPARTMENT OF NATURAL CONSULTING, INC. BRILEY&DEAL LLC TS BOX IL RESOURCES MONUMENT OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY NO.72-81-A-21 83 WEST 9TH STREET ATLANTIC BEACH,FL NORTHING 2,178,371.2172 EASTING 375,348.2229 (904)-685-2800 FAX(904)-686-2346 THA T THIS SUR VEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET A GEOSPATIAL COMPANY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER BANKSANDBANIKSCONSULTING.COM 5JL 17.050 FLORIDA ADMINISTRATIVE CODE. S. NOTES-. NOTES THIS IS A PLOT PLAN. [FLORIDA REGISTER U YO;RrS IvIlmn 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. MARVIN R.BANKS CERTI ATEFNU EFRR444770 2. NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. FLOOD ZONE "X'AND"VE" AS BEST ASCERTAINED FROM FLOOD PANEL NO DARYL S. BANKS CERTIFICATE NUMBER 6063 No 6W3 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AG ENCIES. 12031CO409H DATED 6-3-2013 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 9 STATE OF 5. VERTICAL DATUM BASED ON THE N.G.V.D OF 1988. BEARING DATUM BASED ON NORTH AS BEING ASSUMED. BY THE USE OF THIS SURVEY,YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. PLOT SCALE IS DEPENDANT UPON SIZE OF PAPER THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON DA TE NOVEMBER 30,2014 OR% THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS SCALE I INCH=30 FEET 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. PLANS ARE I INCH =20 FEET IF PRINTED ON 18 X 24 PAPER COUNTY. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. PLANS ARE 1 INCH =33 FEET IF PRINTED ON 11 X 17 PAPER THIS SURVEY DOES NOT DETERMINE OWNERSHIP JOB NO 16456 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. LICENSE BUSINESS NUMBER 7820 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES a. 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING I ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER < EDITION,ACI, NDS,APA AND ASCE7-1 0. WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. Go Go w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF z COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. 0 z z 2i 1 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS u Z co THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN .8 E OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. Z 0 D.PLACE ALL OTHER RODS. z 0 0 m p: w 0 0 m 0 co u- 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 a a OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. w w co w co co SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH ui m 5; DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE:DETAILS. 4. ALL HOLES SHALL BE DRILLED NTH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE co ui ASSUMING 34KIP SOIL CAPACITY FOR A 12"0 PILE AT ATBELOW GRADE. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED Na LESS THAN 3200 LBS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. La le I w 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED NTH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. (b C6 LAITANCE,DUST, DIRT,AND OIL. %- V- .6 4 6"-TYPICAL WALLS,MONOLITHIC FOOTING w CONCRETE NOTES 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE co z I. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0 YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS w 5; EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE w EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG NTH THE PROPOSAL TO 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. DO THE WORK. CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE IY2" INCHES FOR FOUNDATIONS,AND Y4"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS SHEATHING NOTES ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STU S TOGETHER WITH (1) ROW -FOR WALL SHEATHING: OF I Od NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A lr2 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GS 6UP. 1. USE EXPOSURE I APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12 O.C. IN FIELD. 4. 4" 300OPSI CONCRETE SLAB WITH 6X6 WIA X WIA WWM OR 1/2" FIBERMESH OVER A 6 MIL. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK NAILS VAPOR BARRIER AND TERMITE TREATED SOIL. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM AT 6"O.C.ON EDGE, 8"O.C.IN FIELD.FASTEN TO TOP AND BOTTOM PLATES ATV'O.C. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREA13ED RODS, SEE SECTIONS 3 w AND 5/S5 FOR STRAPPING ALTERNATIVES. FOR ROOF SHEATHING: N COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 1. USE EXPOSURE I APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN W C-4 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE B0170M OF THE CONVENTIONAL FRAMING NOTES 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. Z 0 FOOTING. z 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS NTH w u- STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 0 of O.C. > 3f -A615. ALL CONDITIONS,BLOCK PANELS AT 12 < 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN m < FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: w CONCRETE REINFORCEMENrl 1. USE EXPOSURE I APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS z < Im 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 111 0 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. < co 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND P: 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4) 16d TOE-NAILS. Z AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. MINIMUM 3/4'THICKNESS. CD 1, 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE D Lu co 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24' WHICHEVER IS GREATER. RAFTER AND(6)8d NAILS INTO THE TOP PLATE. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 0 AND(5)8d NAILS INTO THE SLEEPER. 0 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4) 16d NAILS. U) 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 0 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A36 WITH(12)8dXI-1/2"NAILS. m 10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 1 Od NAILS IN VALLEY BEAM, 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, (11)INTO STUD BELOW. INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WIT A (6) 16d NAILS. BOTTOM OF DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE 70P PLATE TO THE PEAK. c, 04 FRAMING NOTES 11. ALL SLEEPER$ ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH > cs irs A INTERSECTIPN OF SLEEPER AND EXISTING FRAMING. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 28114 CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ROOF RAFTER 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. ----- RIDGE BEAM 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE z z ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER (2)2X4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. TOGETHER WITH(1)ROW OF 8d NAILS AT 12-O.C. FASTEN RAFTER TO < COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN j 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH III GA STRAP TREATED. WITH(9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. z 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. LOAD TABLE COMPONENT AND CLADDING. 0 0 Mco% 7. DIMENSION LUMBER ROOF: DESIGN PRESSUREo Z 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 20.0 PSF < 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 7.0 PSF EFFECTIVE END ZONES, PSF INTERIOR ZONES, 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH AREA, SF PSF < Q SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF CEILING: z RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LIVE LOAD: 0.0 PSF 0-20 28.9 -37.9 28.9 -31.5 LENGTH PER THE DETAILS. LIVE LOAD-STORAGE: 30.0 PSF w 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED DEAD LOAD: 10.0 PSF 20-50 27.1 --,'�4.0 27.1 -29.9 z 0 BELOW- FLOOR: 50-100 25.6 -,32.2 25.6 -28.4 W LL LIVE LOAD: 40.0 PSF 8d=0.13 1"x 2-1/2" DEAD LOAD: 10.0 PSF 100-200 24.6 428.9 24.6 -27.1 I Od=0.148"x 3" DECK LIVE LOAD: 50.0 PSF 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" WIND LOADS: co N WIND SPEED: 130 MPH C4 W) '4 J-jD EXPOSURE: D 0) w 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. IMPORTANCE: 1.0 w< BUILDING CATEGORY: 11 CL 0 :3 ENCLOSED BUILDING: 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. INTERIOR PRESSURE 0 00 COEFFICIENT: 0.18 0 ROOF PITCH: MATCH EXISTING 8 C�l N C-4 N x 0 LD w c'o or- 04 co 40 C-4 CD, co WAYN w 04,000 seg e 0 3 8 F 0410 1 00 of go* 6-15 FILE COPY ., Sheet NO. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL somol REQUIREMENTS AND CONDITIONS REVIEWED BY.- DATE:-1�1-;-7.1,6 OF 4 GRADE BEAM SCHEDULE co 0 0 r2 ri HEIGHT WIDTH REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT 19'-6" S1.01 S1.01 MARK (IN.) (IN.) A B I CD C D E STIRRUPS co w 9 w GB1 11-411 1-4 (4)#7 (4)#7 N/A (4)#7 a N/A #3 TIES AT 1 0"O.C. z r————————————————————————————- G132 1-4 l-4 (3)#4 (3)#4 N/A (3)#4 N/A z #3 TIES AT I O"O.C. z w F z co GB2 NOTE: w E 2� z 0 CC a: co 1. TIES SHALL BE SPACED AT 6"O.C.WITHIN 36"OF ALL PILES, (TYP.) 0 0 i I I I z R lx 2. SEE DETAIL THIS PAGE FOR TYPE I AND TYPE 11 GRADE BEAMS. w 0 4� -01 z 0 m 0 co w u- 0 0 0 a w w -vol W M 0 Lu S1.01 w w ci AUGER CAST PILES SPACING S2 C14 k E 1 SEE PLAN REINF. C Lo ADDITIONAL 0.25 Ln2 r REINF. B 4� ADDITIONAL 0.25 Ln I c6 0.25 Ln I REINF.A REINF.A 4 4 GB1 w -01 k REINF.AS r-o"i co GB1 PER SCHEDULE -- ----------------- ------------------ --- L z co STIRRUPS 0 STIRRUPS 3 N #4@18"O.C. CONT.(B) -ilk \zVol c-') oll #3@1 0.25 0.25 Ln2 o"O.c-.1 REINF. E L THROUGHOUT -REINF. E REINF. D ADDITIONAL ADDITIONAL REINF. D -j f S1.01 i GB2 16"0 AUGER I —16"0 AUGER L———————————————————————————— CAST PILE LN 1 CAST PILE LN 2 Lr-————- ————————---——— —— co - ———————————————————————————— -q I Lu CN Z 5 5 Z -J S1.01 FRADE BEAM ELEVATION- 0 w u- TYP 1/2" 1!-Ol# < > 3f < C.) 0 X < o w z < UJ LA�B PLAN- (2)CORNER BARS AT OUTSIDE. < ILE AND GRADE BEAM PLAN 1/4"= I-(" MATCH SIZE AND GRADE OF J a: 1/4'1= 11-011 BEAM STEEL. 48 BAR 48 BAR 0) z (2)CORNER BARS AT OUTSIDE. w co PLAN NOTES: DIAMETERS(TYP.) DIAMETERS(TYP.) MATCH SIZE AND GRADE OF co 0 PLAN NOTES: BEAM STEEL. 0 1. GBX DENOTES GRADE BEAM AND TYPE,SEE SCHEDULE. 04 X=MARK 1. DENOTES GRADE BEAM BELOW. oll XI I U) 2. DENOTES 16"DIA. PILE, REINFORCED AS SHOWN ON N 0 1/S2/S6. PILE TIP ELEVATIONS SHALL BE AS SPECIFIED BY 2. TYPICAL REIN ORCED CONCRETE STRUCTURAL-SLAB CONSTRUCTION: CL SOILS REPORT. SLAB THICKNESS(T)AND REINFORCEMENT AS NOTED ON PLAN. m DENOTES PT NO.2 4X4 POST FOR DECK SUPPORT WITH 18" CO3 3. SQ CONCRETE PIER.SEE DETAIL. < Ir 3- ---------- DENOTES#5 BOTTOM REINFORCEMENT AT 12"O.C. M W OD w T 4. SEE ARCHITECTURAL DWG'S FOR ALL BUILDING ELEVATIONS. 4. TEMPERATURE AND SHIRNKAGE BARS ARE#4 @ 18"O.C. 2" W/ACI STD. HOOK,TYP ENTIRE SLAB. -2 STANDARD HOOK STIRRUPS 04 5. 2X6 BEARING WALL.SEE SECTION### I >1 cx. A v 0 0- 1,0- 0 I o" EAM CORNER REINF, FORMED AND POURED FORMED AND POURED B 1/211= 11-011 - PICAL BEAM INTERSECTION REINF.- SEE P N 1/411 SEE PLAN PERIMETER CURB. PERIMETER CURB. w 611 N 511 51# 6" FIBER REINFORCED CONCRETE 18`10"NAVD Xv TOP OF FIBER REINFORCED CONCRETE GRADE BEAM SLAB SLAB ,,---GRADE BEAM FINISHED ;o FINISHED 4 -1 . 4 SEE PLAN FOR CURB HEIGHT GRADE SEE PLAN FOR CURB HEIGHT GRADE 4L�� A w .Or ;D OD Ir-6" BOT.OF GRADE BEAM SEE I %1 4 SEE < r WAVE CREST SCHED. 10 SPACES AT 6*O.C.=6'-0' 0) C) -4 - J. SCHED. J. Vow TOP REINF. TIES AT SPACING SHOWN w e- e w SEE SCHEDULE CENTERED OVER COLUMN. co z GRADE BEAM 6 MIL VAPOR BARRIER OR GRADE BEAM 6 MIL VAPOR BARRIER OR rA < SEE SCHEDULE EQUIVALENT WATERPROOFING SEE SCHEDULE EQUIVALENT WATERPROOFING si.ollsi.bi BETWEEN COMPACTED BETWEEN COMPACTED %%-L000 Z Z Ic SUBBASE AND FOOTING/SLAB SUBBASE AND FOOTING/SLAB #3@8-O.C. THROUGHOUT < < L 16"WITH(3)#4 L 16"WITH(3)#4 a. At At UJ 2 2 2'1 211 12"0 AUGER j CL 5#5 CONT. CAST PILE 5'-5w NAVD SCOUR DEPTH BOTT.REINF. 11004 C4 W) ARAGE WALL LEVATO SECTION SEE SCHEDULE 0)r- It-off 2 of 3/4'1= 1, ""1,: ' 3/4 V-0" v V ci Lu CL CONCRETE AUGER CAST 75 co cis U) PILE(SEE PLAN) PICAL TIE DETAIL. D3/4" 11-0 C4 c*4 -12'-6-NAVD TIP DEPTH 'i U. 6" Ln*0.25 6"CONC.SLAB W/#5 IN BOTT.@ 8" x 0 cc (1)-#5 CONT. #4 TOP BAR W/ 4) ACI STD. HOOK@ O.C. FOR STRENGTH STEEL AND#4 < 3/8-EXP TEMP.&SHRINK.STEEL,ON TOP OF Lo 12"O.C. of O.C. JT.TYP STRENGTH STEEL @ 18 a co 0 'v ------ PICAL PILE 04 to C-4 DRIVEWAY 5 w ELEVATION VARIES.1" 1/2 V-0" 40 co cl I cr) -"j 0 Z 43 1 (i4 WITH SLOPE (1)-#5 BENT BAR AT 12" @ O.C.LAP BARS 40 DIA. WA 17'-011 NAVD TOP OF GRADE BEAM 0)-#5 CONT. RIP GRADE BEAM 0 N Off SEE SCHEDULE co 5#5 CONT. OF L At 8- 2#v 2 j 6-7 REFER TO FRAMING #3@8-O.C. PLAN FOR SLAB THROUGHOUT REINFORCEMENT XCL. Sheet Nl� ARAGE DOOR. LEVATOR STEP ILE SECTION 3 314" 1 1-011 4 3/4" 1 1-010 A 3/4" 1 0-00 sloo FILE COPY Silo, SI*01 I or 1 F!�'lllll "'IN V-01 31 sl*o, 0114 pl/4 cc S, -OG 3/4 03/4 2 OF 4 a. FRAMING NOTES AND LEGEND co 010 co TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. Go w lv- 5; STUD MATERIAL: 2x No.2 SPF, UNO. 9 w c� Ix v- th a HEADERS: z z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UJ UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X z (0 3.5-) COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E Z 0 CC E S3.01 12"GPI90 AT 16"O.C. MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z 0 0 < M THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. m p it 0 WITH 1.25"BAND BOARD. 01 m 0 0) u- u- T" HEADER NOTATION IS: a w w w w NUMBER OF PLIES IN HEADER w it NUMBER OF KING STUDS if (2),2x6,2:1 12"GPI90 BLOCKING. v- v- T- LU NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER ca z 0 SHEAR WALLS: 55 if i > w Z ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED S3.01 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. U) �,S101j sw —#/S# SHEARWALL LOCATION ��-o 1 SEE DETAILS FOR FASTENERS O.C. 2X6 LANDING JOISTS AT 16 UMBER SHEET N cf) (4) 10d TOE-NAILS EACH END. cf) w DETAIL NUMBER N SEE ARCHITECTURAL w N Z 5 V) PLANS FOR STRINGERS. SHEAR WALL DESIGNATION z (2)2X6 BEAM. FASTEN TO POST ILL C IT PORCH/GLULAM BEAM < 3f 0 WITH(2) 1 t2-THROUGH BOLTS. r(3) 1.75XI4" z F- F < :--3: =31 3 --t F HIGH UPLIFT DESIGNATION. 7� 4X4 PT NO.2 SYP POST.FASTEN POST if # TO FOOTING WITH ABU44, 1/2"X8" Z r- T- ANCHOR AND 10d NAILS.TYP 2 POSTS. ST-# DETAIL NUMBER TT W X Af SHEET NUMBER 8 A 1^4 TRUSS/BEAM LABEL 0 .01 \,S3.Olj 0 1 UPLIFT CONNECTION (n 0 Ml IRST LEVEL WALL PLAN- ECOND LEVEL FLOOR PLAN INTERIOR BEARING WALL m 1/411 le-oll (D 1/4" 1�-O" 1-STORY THREADED ROD 2-STORY THREADED ROD v- c� (0 INDICATES GLAZING CLASSIFIED AS END ZONE. 3 N 6 ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE.SEE"COMPONENT AND CLADDING DESIGN PRESSURES,"ON COVER SHEET. r6 BALLOON FRAME END WALL S3.01 GABLE BRACING LOCATION. ru z < VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF if STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS.FASTEN BEAM TO f STUD GROUP WITH(2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS if WITHIN 12"OF BEARING, NO LrT20B IS REQUIRED. 0 r2 PLACE 6X6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST z WITH(2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. (2) 8 2:1 2X6 NO.2 SYP LEDGER FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3) 1/4"X4-WOOD (D S3.01 SCREWS FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD It O.C. SCREWS AT 16 FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING WITH 10d NAILS AT 3"O.C. -�01 ROOF FRAMED WITH: 2X6 ROOF RAFTERS AT 16"O.C. SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB Go 04 d C4 S3.01 FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN a m (2) 1.75"Xl6" 4m FIELD. OR (3) 1.75-XI4-2.OE G-P LAM LVL (2)2X8 2:1 ADD SECOND PLY OF 7/16"OSB TO GARAGE RETURN. FASTEN WITH jl COMMON RIDGE BEAM. 10d NAILS AT 4"O.C.ON EDGE,8-O.C. IN FIELD.VERIFY ANCHOR 0 00 2 SEE CONVENTIONAL FRAMING NOTES BOLTS AT CORNER AND AT GARAGE DOOR. 0 9: (2)2X8 2:1 FOR FASTENING SPECIFICATIONS. C) (2)2X8 2:1 (2)2X8 2:1 Lo P ---j. C) cm 04 u- EZ r— co - r2 3 3 < 'COO" v /000� -2 S3.01 v- 0 Y ��-o 1 /6 V) r>- co 0 co 0 C-4 BALLOON FRAME END WALL v- .01 M -31 CD A 9 Iowa ECOND LEVEL WALL PLAN ECOND LEVEL ROOF PLAN 1/4"= l'-O" it 1 1-0 8 TE %4 10 Sheet No. S2801 FILE CO�U 3 OF 0. \x I-JOISTS ABOVE.SEE PLAN. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C.ON EDGE Go W AND 12"O.C. IN FIELD. SPH WITH(10)8d AT 24"O.C. IN > 9 W HEADER, MINIMUM(2)PER HEADER TOP PLATE TO DRAG STRUT CONNECTION:SIMPSON SPH AT 24 z < O.C.WITH(12) 10dX1-1/2' z EDGE OF ALL THREAD WASHER z SEE CONVENTIONAL FRAMING NOTES FOR COMMONS AT EACH END OF 25 z co MUST BE WITHIN 3"OF THE HEADER. RAFTER TO TOP PLATE FASTENING. HEADER KING STUD,TYP BOTH Ar I E Z 0 W 0 u z SIDES OF OPENING. 0 0 m 0 0 (2)2X4 NO.2 SYP TOP PLATE FASTENED WITH (2)MSTAM24 FOR GARAGE HEADE 0 a W W IN (2)ROWS 10d AT 16"O.C.STAGGERED. CO uj CO co TO CRIPPLES.(9)10d NAILS, (5) M 5 MINIMUM 24"LAP WITH(12) 10d IN LAP. HEADERS OVER 6'-0"LONG: 1/4"X2-1/4"TAPCONS INTO W a co NO.2 SYP HEADER,TYP. SEE INSTALL SPH AT 24"O.C. FROM STEMWALUMONO. IN LIEU OF PLANS FOR SIZE, PLIES,AND TOP PLATE TO HEADER. MSTAM, IT IS ACCEPTABLE TO USE NUMBER OF KINGS AND CRIPPLES. AN EMBEDDED PA51. Ln CID co NO.2 SYP HEADER,TYP. SEE V11 T_ c� cm PLANS FOR SIZE, PLIES,AND CRIPPLES TO HEADER WITH MSTA18 uj NUMBER OF KINGS AND WITH(6) 10d IN HEADER,(8) 10d IN co FASTEN 7/16"OSB W/8d 6"O.C.ON EDGES, CRIPPLES. CRIPPLE z 12"O.C. IN FIELD. 0 ro GARAGE DOOR HEADER.SEE > c; W Z FRAMING PLANS FOR SIZE AND O.C. PLIES. 2x4 SPF STUDS AT 16 FASTEN ADJACENT STUDS W/(2) 2X4 No.2 SYP BOTTOM PLATE FASTENED TO KING STUDS&CRIPPLES: (6) 16d KING STUDS&CRIPPLES: (6) 16d ROWS 10d COMMON NAILS @ 8 BETWEEN ADJACENT KING STUDS 2X4 No.2 SYP BAND BOARD WITH I Od NAILS AT O.C.,STAGGERED.FASTEN 7/16 BETWEEN ADJACENT KING STUDS 3"O.C.ON EDGE, 12"O.C. IN FIELD. AND CRIPPLES. AND CRIPPLES. OSB TO EXTERIOR OF RETURNS& ABOVE DOOR W/8d @ 3"O.C.ON 0 EDGE, 12"O.C. IN FIELD. 3/4"PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6"O.C.ON EDGE, V) 12"O.C. IN FIELD. U.1 cv) 04 PLACE 1/2"ANCHOR BOLTS PER uj C4 THE TYPICAL WALL SECTION. 5 V) Z UL ALL CRIPPLES TO BAND BELOW WITH MSTA1 8 WITH(16)8d 5"GARAGE SLAB < F. W 12"GP190 AT 16"O.C.WITH 1.25"BAND BOARD. co HTT5 FOR CRIPPLES TO FOOTING. W I V1 (9)10d NAILS,(1)5/8"X12 Z THREADED ANCHORS INTO STEMWALUMONO. Co FLOOR TRUSS SYSTEM BY (2)2x6 NO.2 SYP TOP PLATE FASTENED WITH ---------- FINISH GRADE (2) ROWS 10d AT 16"O.C. STAGGERED. OTHERS. - ----- > MINIMUM 24"LAP WITH(12) 10d IN LAP. FLOOR SYSTEM BAND BOARD.SEE D ------- L--d i i7 ALL THREAD CONNECTORS. SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS,SPACING AND EMBEDMENT. WPICAL HEADER FRAMING DETAIL TYPICAL HEADER DETAIL ON BEAM 2 of I — 11 3/4"= 1 1-0 1/2' le-o" M A FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, PORTAL C/GArx/AGE HEADER 12"O.C. IN FIELD. NOTES 4 1/2" 1--0" 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL Q 0 CL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP PLATE. 2X6 SPF STUDS AT 1611 O.C. 2X6 NO.2 SYP PT BOTTOM PLATE.APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF BOTTOM PLATE SPLICES. FORMED AND POURED PERIMETER CURB. 2'-O"RAFTER < SEE PLAN FOR CURB HEIGHT SPACING, MAX. lee— z FIBER REINFORCED CONCRETE SLAB SE E PLAN 7/16"OSB SHEATHING.SEE WALL W SECTIONS. FOOTING AND SLAB POURED Go Ic— WITH 3000psi CONCRETE WITH FINISHEDL-, FIBERMESH. GRADE 1211 SEE PLAN FINISHED ;,� GRADE 41 4 2x RAFTER.SEE CONVENTIONAL �T 77 _T' 6 MIL VAPOR BARRIER OR EQUIVALENT FRAMING PLAN FOR SIZE AND SPACING. 2X2 FLATWISE SLATS AT 16"O.C. WATERPROOFING BETWEEN COMPACTED 6 MIL VAPOR BARRIER OR "X3"WOOD 2X OUTLOOKERS AT 24"O.C.FASTEN TO EQUIVALENT WATERPROOFING FASTEN WITH(2) 1/4 < SUBBASE AND FOOTING/SLAB SCREWS.. RAFTER AND WALL WITH(3) 1 Od BETWEEN COMPACTED TOE-NAILS. ONE STORY: X 12"WITH (2)#4 SUBBASE AND FOOTINGISLAB 4X10 DECK BEAM. FASTEN TO TWO-STORY: X 16"WITH(3)#4 tl (2)2X4 NO.2X4 PLATE. SEE WALL HORIZONTAL BRACE POST WITH(2) THREE-STORY:X=20"WITH(3)#5 SECTIONS. FOOTING,PER PLAN SDS25412 TOE-SCREWS. SEE ARCHITECTURAL PLANS FOR TYPICAL TWO—STORY SECTION TLOOKER DETAIL /;-�7�RECESS SECTION KORBEL DIMENSIONS co 04 11-011 = 1 1-0#1 2X6 WALL ABOVE. cm to 6 3/411 V)CO 3/41' 3/411 1 1-0 cr)r.- ui a. FLOOR BAND 75 cc cc 0 00 fell PERGOLA BEAMS AT 24"O.C. 0 ILL U_ IS 4X10 DECK BEAM. FASTEN TO c'j DIAGONAL BRACE POST WITH(2) co SDS25412 TOE-SCREWS. U- m x too 6X6 HORIZONTAL BRACE.FASTEN TO a C) FORMED AND POURED PERIMETER CURB. co A %- BRACE POST WITH HDU2-SDS2.5 AND = '000 C> 2X4 SPF STUDS AT 161,O.C. SEE PLAN FOR CURB HEIGHT 1/2"THREADED ANCHOR. USE 2"SQ CD CO 0 SEE PLAN FORMED AND POURED PERIMETER CURB. WASHERS WHERE NECESSARY. 04 (0 0 C-4 FIBER REINFORCED CONCRETE SLAB -6 2X4 NO.2 SYP PT BOTTOM PLATE. SEE ELEVATOR SPECIFICATIONS FOR PIT @ CO -3 0) DEPTH.CONTACT EOR IF DEPTH DOUBLE STUD IN WALL BEHIND FASTEN TO BEAM BELOW WITH 16d e BRACE. NAILS AT 6"O.C. v EXCEEDS12 FINISHED FASTEN TO HORIZONTAL BRACE POST FIBER REINFORCED CONCRETE SLAB GRADE A r I TIlk i- i WITH 1/2"THROUGH BOLT. ao to th Z. SECOND FLOOR STUD TO .4 0 PORTAL BEAM: MSTA36 AT 32" co low, 6X6 DIAGONAL BRACE. FASTEN TO 7 O.C.WITH(26) 10d NAILS. VERTICAL BRACE POST WITH 1/2 es LT.COPE BRACE MEMBERS AS BO Go BAND BOARD AND I-JOISTS. SEE PLAN. NEEDED TO HIDE BOLT.MINIMUM 2" 6 MIL VAPOR BARRIER OR EQUIVALENT OF WOOD TO REMAIN AS SHOWN. Nk 0) WATERPROOFING BETWEEN COMPACTED Cie$ 6 MIL VAPOR BARRIER OR EQUIVALENT Xl SUBBASE AND FOOTING/SLAB GARAGE PORTAL i—' ,d I All WATERPROOFING BETWEEN COMPACTED ONE STORY: X 12"WITH(2)#4 NOW 3's 1 SUBBASE AND FOOTING/SLAB 141 -STORY: X= 16"WITH(3)#4 TWO Sheet No. THREE-STORY:X=20"WITH(3)#5 (3)#5 BARS CONTINUOUS SECTION ON BEAM. TYPICAL TWO—STORY SECTION— LEVATOR CURB. ORBEL DETAIL. 5 3/4"= 11-off 9 3/4re le-o" 10 3/4" 1'-0" 8 3/4#1 1 1-011 S3m01 FIL CC, 4 OF 4 > < _j 711L- J2 > U) w 0 a. 0 0 C6 z . 0 !Lj Z w LjL 111 0 w 1: W L) > OW ly < iz (.) LLJ U) IM jr w > 0 < 0 ir w X a- 0 CI) LLj a- < Z 0 3 111 z 9 cc w I--w W Co (!)M C) w ;H UO3� z w Z W 00- co III Z > 0 t Z 0 3: 0 Cl) U) z Z 0 U) z z III 02 LO T- U) o Z CM (6 w z 2 w 75 F- =9 F- co (0 T— cr) z CD DI..,HART GAFAGE ADDITION < w z F- C) w z U) 0 1 0 697 Beach Avenue Atlantic Beach FL 2 0 w 0 r PERMIT, PLANS f:-: E U) w 0 w F- 0 16, 2015 6 JUIY'L� - -r �<- 0 -0 F- -j '4 0 z cg) 0 LL F- o ccoj CU3) 0 z cr) 0 w 0 C) U) C*j F- I r c) 0C w co) 0 z 0 4 -3 M w 0 cy) 0 -0 z d: -a 0 0 M CL EL u- WW a_ M 0 F- 0 Z 0 x >- F- z 0 < 00 CZ :3 SQUA'RD'Ev FOOTAGES C:.r- -C a) a < > Square footage numbers were taken from Property Appraiser's website - I-- W < COMPLIANCE METHOD mit 0 -r-ca July 2015 0.2 CTS Ct$ THE DESIGN CONSISTS OF AN ADDITION WHICH WAS PERFORMED UNDER CHAPTER I I U- (D >- co) (2) IM as EXISTING: 13- z OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) EXISTING BUILDING. 0 < 70 1%.;:z UL 0 C: co BASE: 1,430 3: < 799 FINISHED UPPER STORY: 1. 0 z 0� BALCONIES: 438 ow 2z 2 z FINISHED OPEN PORCHES: 216 0 < TYPE OF CONSTRUCTION.......... TYPE V-B Lk 0 Z> FINISHED STORAGE: 153 w >- OCCUPANCY CLASS..................... GROUP R-3 Xz F- < 49036 (0 z III co PROPOSED: APPLICABLE CODES: INDEX OF DRAWINGS > a co C, C 0 C� Cn jp E CM 0 1. FL. BUILDING CODE 5TH EDITION EXISTING BUILDING CVR COVERSHEET co z Er J 9 6 q NEW FINISHED GARAGE: 400 w < �- U- ::w � .00 2. NAT'L ELECTRICAL CODE 2008 A-1 PROPOSED FLOOR PLANS cc 0 Lz): c4m 'q- C� FINISHED BONUSRM OVER GARAGE: 400 A-2 PROPOSED ELEVATIONS d qt U) 3. FFP CODE 2010 6 CS), 0 0 z d Co .. 0) M X-1 EXISTING FLOOR PLANS w w z 4. ATLANTIC BEACH LAND DEVELOPMENT CODE C6 0 OD 0 L0 800 1x :3 T- z x L�L 0 S STRUCTURAL PAGES (PROVIDED BY E.O.R.) oo cli a. 0 < w z 0 FILE CO 00 0 1�- a z 50 0 z IOU z REVIEWED FOR CODE COMPLIANCE M W U " +-# LU CITY OF ATLANTIC BEACH M W C Cd tA 0 a SEE PERMITS FOR ADDITIONAL 0 < U z REQUIREMENTS AND CONDITIONS Q >- 00 w 0 :6 - 1,6 0 IDATE: -'/-21- REVIEWED BY: in Uj 0 AL THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. 111! OU 4T� cz 0— W L- 0 0 0- 0 LL 'D cl) cl) (ti 0 z 0- LD 0 L- ci iL U) WZ W y u- W 0 of uj 7: W > W _j W u- W cl) co cr Lii -i W W > > 0 0 ir W (L w IL Z 0 W C) z g w WW win w W W a-Z RIGHT PROPERTY LINE RIGHT PROPERTY LINE ZW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - -- - - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 a- 151-o" 20 1-011 co W I W Lu 9 0 10 z z U) Z RIGHT SETBACK LINE CD RIGHT SETBACK LINE om C) I >= cl) -1 - - - - - - - - - - - - >= -*4-- - — - — - — - — - — - — - C) IT- INSTALL TREX FOR ALL C) Fm z bo Zo -1 C) STAIRS AND DECKS 4'-Ou T� I W < — 61-off 9 I-On 3068 W ED uu co co 101, 101, z z C) 91-8" No, r — — — am W 02 P- cl) 0 0 a--- 61-ou 0 W z cm Z ,--� �k — — — — — — — -1 (6 OF, W z ---------- LC) co z ol Z o 2 W co 75 ---------- Ir W Fo �- 51-8v' 31-6" 51-6" 0 0- 1-- 1�= 1� 14 TWO CAR GARAGE Fm 00 * 1 1 0) i� Lm m z Ix ul) W �— I z CD -------- W STUCCO FINISH W 0 9 FT PLATE HEIGHT ------- - x W 0 W 2nd STORY C) W C> -1 ---------- �- Z LIVING ABOVE 1 -1 C> BONUS RO m �- — Z -1 UL 01) UL z -j Z) 3: o C) z < C) N C4 U) (ABOVE NEW GARAGE) aj W cn cn 0- z co cl) -j u- CD ------------------------------------------------- z 51-611 1 cn :D CEDAR SHAKE FINISH Z in W STAIRS mw W 8 FT PLATE HEIGHT W U) C/ W r — — — — —c --------- - 0 yj 15'-4" Wol cf) E C) 0 W E P", Ga Cc, -00 cr) 0 10 W LL o U") ccoj (co) T-41 0 4m oz 8 W 2nd STORY 1STSTORY cl) cl @ vr&� 2 RAN 6050 50 DECK ABOVE --- --- - --- - 0 ---- --- --- 0 Big LIVING ---- ---- --- --- --- - --- - --- 0 f-o" 1-0" uj u) 0 2'-8" 6 2#-8 6 21-8" cn z W 0 4 I - co 6j 0 < 0 z 1-0" -r CC 0 20 > 1: or a. u- uj W W I: r-Alf z 0 F a- m WZ Lu W 0 X >- caGo muj z r-------------------- - Z 0 (o < co C-4 (j)o EXISTING CONCRETE DRIVEWAY 00 CIO C) 0 Z -c z c%j cl) U 0 Uj 04 < 0 0 (D > cts W a) C) m 2nd STORY W 2nd STORY GARAGE c� co CD UL ct$ W LIVING v- c*4 LIVING ABOVE (89.5" CLG:HT) UL C*+4 m cts U) a. z 0 0 70 t-- ol 15-0" i :>0 09 c: 0) 10 -M, W 1 0 1 (D W LL 3: < z -------------------- 0 z & 0 LLJ r ---- ------------------- - mz 0 mz 1.011 o < 9v-om 10 02 W X z 91-o" < c/) W CO > 0 cd) W j3 c\l \1 cam E 3) W (9 0 . ce) c%j 0 U) z a: -j 9 cj q W < u- 9 C3 Cc 3f C% 0 0 a- Z Ci W 0 0 0 Proposed Second Floor Plan Proposed First Floor Plan W ra L) Uj @) cl) 0 co p Z -.6 SCALE: 1/4" = l'-O" U) 0 a SCALE: 1/4" l'-O" W Z) 7- z 7: u- 0 00 cli a. 4-0 0 < a- W z 0 0 0 0 j z 00 z 0 0, ui a z u m D W u L- +j Lu tA C 0 0 < u z FILE COPY 0 >- 01,31 cl) W - 'a 0 -r in 1�- rn_ u co C9 UA z Ak z THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. ou c\1 c 1 0 w > 0< a) a. a) U) 0 C15 CL z 0 . 0 L- b — M (L U) Z EXISTING STRUCTURE W > w LL 0 W cf) co -j W w > > 0 w < 0 cr 0- 0 a. < cn W L) Top of Plate M Z r-- Ow z w Lu Co tu w co z 0 C) -1 cn w co z > C) C) -1 Top of Subfloor- TIM 0 oil 11. co Top of Plate cl) I f Zo < — cr) co z z w 0 cf) cq CIS w z w 9 EXISTING STRUCTURE lot — - — - — - — - — - — - f 12 12 Top of Slab 0 z < w NEW GARAGE NEW STAIRS -j co WITH TREX DECKING z Top of Plate Fu Proposed South Elevation cc SCALE: 1/4" = 1'-0" 0 w V) w C) U) 0 00 Q z C"o 0 LL o 9 T- U -=- Ill Hill W o -r-I I I I I co cm 9 SHUTTER%S' SHUTTERS -1 I , I I LI 1 11 Ill I I I I Top of Subfloor M0 0 00 Cc, c� -0 (D z w on .. a TPL-E Top of Plate < ) M w 0 z 0 a- Li- w W LU Bottom of Beam I I f I I i I I I EXISTING STRUCTURE 0 0 C) z I f I 0) w 0 C) >- z 0 < V 00 cz -c c Q) Q Lf, Top of Slab < 0 CL) > W ----------- Top of Slab I L I , I -,A,— - a) NEW GARAGE DOOR NEW GARAGE 0.9 Cis Top of Plate cu a) I L I I I I I I I I I I I I I I I I I I I I I I I I I I I U) a) im z 1. 4-10 -0 r---<u- Proposed West Elevation 0 < CD co SCALE: 1/4" V-0" C) A 0 CID z 0 w C) 0 _Top of Subfloor (.) Z> w >- Top of Plate a: z co z w > cn w w a CM w < Cmv c@' (D E 0 0 CM 0 w cm cr) 0 04 c� 0 a- < a z ci >- w in 0 0 < in .. cz M -w 2 0 W @ co Z LO 0 z X: LL 0 Top of Slab 00 cm :5 F 0 0 ly NEW GARAGE < 13- it w NEW STAIRS WITH �- W TREX DECKING z w 0 M 0 0 0 Proposed North Elevation 00 z 0 0 UJI Z a SCALE: 1/4" 1'-0" 1*11 W 0 FILE CO� o < u z (1) w 0 :6 j 49 0 x .5 ca F- rn co 19 uj z Alk z THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. OU cl) qT� c as a- Lu L- 0 0 a. 0 LL 0) cri cl) z R w cn w z ED LL W (.5 Lu X: W Q w iL d LLJ c/) ca W w > > o < 0 ir LLI a- 0 w CL < cl) () < a. 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CONCRETE DRIVEWAY 0 C) cm -0 CONCRETE DRIVEWAY 0 U) 0 Lu 4-0 0 z 0 61 o z 0, o u- ui w 0 CD U) ct) 0-z w 0 Go w co �-3: -r >- Go ao cm COX 0 co Z = a 00 C14 0 < Cc$C) 0 -c Lf) C) Z -C (D 0 1 IT STORY --------- - -------- EXISTING C) (D > cts 1 < a) 2nd STORY GARAG E 04 LIVING -1 2nd STORY C) m LIVING "IT (89.5m CLG CN LIVING ABOVE C3 cts C� w cu,-r— u- (D C) >- co co 15 p- co a- z 70 r--. 0 0) < ------- ------- A 0 z 0� 0 w 2 z 1-011 9 0 AL 91-011 02 w >- z CD z w cv) > cr) EXISTING FIRST FLOOR w w to CNJ a E EXISTING SECOND FLOOR w (9 M cm 1 0 0 m cm SCALE: 1/4" l'-O" cl) z o m C3. cr I SCALE: 1/4" l'-O" w u- 9 0 Cr 3f cm 10 0 C.) 4 c� 0 L) a. < c) (3 qt w z ci w 0) o o m .. w 0 Lu U) co z 0 z 0 04 00 a. 1-- o 0 it a- w z 0 0 0 F- c: Z %A L- z 00 ui 0 0, 4-0 a =4 z D UJ (A Lu co C 0 0 < u z Q V) w 0 J FILE COP INC 0 uj THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. ou