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1755 BEACH AVE - GARAGE ALTERATION & INTERIOR RENO DRAWINGS uoz z sne SWANSON RESIDENCE GARAGE APT ,, INTERIOR RENOVATIONS 1755 Beach Avenue - Atlantic Beach, FL 32233 PERMIT ISSUE January 29, 2017 REVISED JULY 29, 2017 - ROOF STYLE CHANGES COMPLIANCE METHOD THE DESIGN CONTAINED HEREIN WAS PERFORMED UNDER THE WORK AREA COMPLIANCE METHOD DESCRIBED PER SECTION 301.1.2, FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING' EXISTING BUILDING. - THE WORK TO THE EXISTING STRUCTURE IS CLASSIFIED AS ALTERATIONS LEVEL 3, PER SECTION 505, GARAGE SQI�Y4OTAGE: 560 FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING, AND SHALL COMPLY WITH CHAPTERS 7,�$„$c9._ GARAGE APT. SQUARE FOOTAGE: 560 FINISHED OPEN PORCH: 178 1,298 PROPOSED: INDEX OF DRA*INGS GARAGE SQUARE FOOTAGE: 560 cvx covExsKEEr ,e,_1 GARAGE LEVEL FLOOR PLANS GARAGE APT. SQUARE FOOTAGE: 560 TYPE OF CONSTRUCTION.......... TYPE V-B a-2 2ND LEv�L GARAGE APT. FLOOR PLANS FINISHED OPEN PORCH: 178 OCCUPANCY CLASS..................... GROUP R-3 A-3 NORTH EPIEVATION A-4 souTx ELEVATION A-5 WEST EI<EVATION 19298 APPLICABLE CODES: A-6 EASTELBVATION 1 . FL. BUILDING CODE 5th EDITION (2014) EXISTING BUILDING Aa ROOF PLAN AND TYPICAL STAIR DETAIL 2. NAT'L ELECTRICAL CODE 2011 A-8 TYPICALINDOW FLASHINGS TOTAL WORK AREA: 3. FLORIDA FIRE PREVENTION CODE 5th EDITION (2014) E-i rRoros �b ELECTRICAL PLANS GARAGE APARTMENT / OPEN PORCH 738 SQ. FT. 4. ATLANTIC BEACH LAND DEVELOPMENT CODE OFFICE COPY WORK AREA: S STRUCTURAL PAGES (by E.O.R.) �40Z Z ond BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND I ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED O ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION /^� y^ 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 1" = 10'-0" SECTION APPROVED: CHECKED BY: PAGE #: V � 1.� 0 ATLANTIC BEACH, FL. 32233 Swanson Renov tions Jeff Swanson A LETTER CVR g�„a,��:Q„tr��t��S, ,„�. 1755 Beach Aven e PHONE: 904-241-0320 PHONE: 904-233-7600 DRAWN BY: T. DAVIS Atlantic Beach1 FAX: 904-241-0326 Florida 32233 FAX: PAGE COMM€RCIAI.ANB RESIQENTIAL, tOCICI@I)OSWCGC,COfII EMAIL: jd76000gmail.com DATE: Saturday, July 29, 2017 NUMBERS PAGE TITLE: Coversheet 1 Top of Roof Ridge Top of Roof Ridge CEDAR SHAKE ROOFING 12 12 N r 70 - ''^^ r vJ r r HED ROOF _ M N V N To of late Top New Plate Height C _ 4 N NCU > C: V O E _ Q � O _ C1 J O _ Q — =Q C \ — > Top of Deck T of Subfloor _ > - - - - �_ - O - - Approximate Grade Garage Plate Height LAPPED SIDING PANELS °t CONC. RETAINING WALLS BRICK VENEER NORTH ELEVATION _ _ _ _ _ Approximate Grade 3/1611 = 11-011 REVISION SCHEDULE OFFICE COPY NUMBER DATE REVISION NOTE 1 7/29/2017 CHANGED ROOF STYLE COMMUNITY DEVELOPMENT DENIED BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = 1 '-0° SECTION APPROVED: CHECKED BY: PAGE #: RAF Swanson Reno ations Jeff Swanson LETTER _ D OSLCO ATLANTIC BEACH, FL. 32233 A u r c c rs, PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7800 DRAWN BY: T. DAVIS FAX: 904-241-0326 Atlantic Beach FAX: PAGE commERCIALAND: Es-WENA todd@boscocbc.com Florida 32233 EMAIL: jd76009grnOil.corn DATE: Saturday, July 29, 2017 NUMBERS PAGE TITLE: North Elevation 1 Top of Roof Ridge Top of Roof Ridge CEDAR SHAKE ROOFING 12 SHIP LAP SIDING _ SHED ROOF CU �N New Plate Hei ht -� 12 — - 4_0 =N 4 Z C _ 3 E — � - N CD O V O O S - M O 07 . Co 0 = n o- � Q > O Top of Subfloor nnnnnnn . 1 c� T p of Deck - - - - - —Y Approximate Grade Garage Plate Height - - - - - - - - LAPPED SIDING PANELS co1 " _i11 11 11 If 11 11 11 11 11 11 11 11 If I I I " BRICK VENEER Approximate Grad Cell REVISION SCHEDULE SOUTH [ELEVATION CON C. RETAINING WALLS � �pS' NUMBER DATE REVISION NOTE FjV� fpp 3/1611 = 1 -0 1 7/29/2017 CHANGED ROOF STYLE 4l�*6 %11,% CECOPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = 1'-0" SECTION APPROVED: CHECKED BY: PAGE #: ATLANTIC BEACH, FL. 32233 S C 0' Swanson Renovations Jeff Swanson LETTER � � � PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS AA�4 FAX: 4-241 -0326 Atlantic Beach FAX: 1 PAGE SIDENTIA 90 Florida 32233 '� todd@boscocbc.com EMAIL: jd7600@gmail.com DATE: Saturday, July 29, 2017 NUMBERS PAGE TITLE: South Elevation 1oe Top of Roof Ridge Top of Roof Ridge CEDAR SH E ROOFING 12 12 46 New Plate QD Height SHED ROOF C� N o SHIP LAP SIDING —' o � a') CU •� CONCRETE STEPS a� ' ...._ 12 . .. �. > a O Top of Subfloor 4 EXISTING YARD AREA Garage Plate , Height _ - — . - it ��1 4L- LO J N Ret. Wall — Height 9 Top of Slab REVISION SCHEDULE NUMBER DATE REVISION NOTE PROPOSED WES ELEVATION 1 7/29/2017 CHANGED ROOF STYLE 3/16" = 1 '-0" OFFICE COPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT A D OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED O ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION . 2158 MAYPORT ROADPROJECT CONTACT: SCALE: 3/16" = V-0" SECTION APPROVED: CHECKED BY: PAGE #: OSCO Swanson Renowritions Jeff Swanson LETTER A�5 ATLANTIC BEACH, FL. 32233 A 8vild it r , PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS FAX: 904-241-0326 Atlantic Beach F,o,X; 1 PAGE COMMERCIAL AND -ES --- todd@boscocbc.com Florida 32233 EMAIL: 'd7600@gmail.com DATE: Saturday, July 29, 2017 NUMBERS PAGE TITLE: West Elevation 1 Top of Roof Ridge %Top of Roof Ridges CEDAR SH KE ROOFING N New Plate Height N 4 � E00 m E .� a� M M o rn o SHIP LAP SIDING 80 U L o_ 12 SQUARE COLUMNS CL 0 I— ,� (Wrapped 6 X 611 P.T. POST) Approximate Grade 4 -L -L- L- � -L — -� — �- � 1- � -L � -L 4- — � -� -� - pproximate-Grade PROPOSED EAST ELEVATION EXISTING GRADE (High Grade Side) 3/16" = 1 '-0" REVISION SCHEDULE NUMBER DATE REVISION NOTE 1 7/29/2017 CHANGED ROOF STYLE OFFICE COPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT A D OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED O ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-0" SECTION APPROVED: CHECKED BY: PAGE #: 0sco Swanson RenovEitionsATLANTIC BEACH, FL. 32233A�6 [Jeff Swanson LETTER A Uj $n On � rS �nC PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS -241-0326 Atlantic Beach FAX: 1 PAGE FAX. 904 CoA140 todd@boscocbc.com Florida 32233 EMAIL: id7600@gmail.com DATE: Saturday, Jul 29, 2017 NUMBERS PAGE TITLE: East Elevation GABLE 1 AN walking surface guardrail maximum 4"sphere B shown cannot pass through-R312,1.3 CN CN exception-trangular space at steps so that a 6"sphere cannot pass r R312,1.3 exception#1 36"high guardrail handrail required-R311.8.3 ` required when deck is over 30" pen stair guardrail maximum 4-3/8"sphere above grade cannot pass through-R312.1.3-exception#2 W R312.1.1 'm `0 0 c m C6 t CD M ch �' , O 3/4"min.to 1-1/4"max.-R311.7.5.3 I 7-3/4"max,riser-R311.7.5.1 J 10"minimum tread-R311.7.5.2 / G_ I I I I IIII J IIII IIII I LJ II LJ 1 L__J L__J 1-1/2"min. 1-1/4"to 2-3/4 handrail 1-1/4"to 2" diameter recess begins within 3/4" min, 1-3/4" less than 4"space i 2x top rail between horizontal rails handrail with grip ��- grooves vertical rails \\ R311.7.8.3 tANJXMLStair Handrail Type 2 Stair Handrail NORT CN N SO TH 1. Landing and stair illumination is required per R303.7 = �� 2. For glazing in guards and railings see R308.4.4 3. There shall be a landing or floor on each sib pf a rior door. The width of each landing shall not be less than the door served Every landing shall have a minimum dimension of 36 inches measLhd in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2-percent). R311.3 4. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31-1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides R311.7.1 5. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers R311.7.8 6. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface 12 of the landing or platform on that portion of the stairway R311.7.2 7. All exterior decks exposed to the weather must be protected from decay and shall be by use of naturally durable wood or wood that is preservative-treated in accordance with AWPA UI for the species, product, preservative and end use. OFFICE COPY Preservatives shall be listed in Section 4 of AWPA UI. 8. Handrail ends shall be returned or terminated in newel posts or safety terminals R311.7.8.2 TYPICAL STAIRS AND RAILINGS NOT TO SCALE PROPOSED ROOF PLAN- 4/1 HIP 3/1611 = 1 '-011 4/1 2t., REVISION SCHEDULE NUMBER DATE REVISION NOTE 1 7/29/2017 CHANGED ROOF STYLE k BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND THEIR PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO NYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: As Noted SE TION APPROVED: CHECKED BY: PAGE #: 0 C �0.S . ATLANTI BEACH FL. 32233 Swanson Renovations Jeff Swanson LEITER _ i`tt #ng Contractors Inc. PHONE: 904-241-0320 7 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS FAX: 904-241 -0326 At-------------------------- Beach FAX: PAGE COMMERCIAL AND RE IDENT L. todd@boscocbc.com Florida 32233 EMAIL: jd7600@gmail.com DATE: Saturday, July 29, 2017 NI�MBERS PAGE TITLE: Roof Plan and Typical Stair Detail S ANSON RESIDENCE GARAGE j INTERIOR RENOVATIONS T . 1755 Beach A - Atlantic Beach FL 32233 PERMIT ISSUE January 29, 2017 COMPLIANCE METHOD THE DESIGN CONTAINED HEREIN WAS PERFORMED UNDER THE WORK AREA COMPLIANCE , METHOD DESCRIBED PER SECTION 301 .1 .2, FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING: EXISTING BUILDING. THE WORK TO THE EXISTING STRUCTURE IS CLASSIFIED AS ALTERATIONS LEVEL 3, PER SECTION 505, i GARAGE SQUARE FOOTAGE: 560 FLORIDA BUILDING CODE 5th EDITION (2014) EXISTING BUILDING, AND SHALL COMPLY WITH CHAPTERS 7, 8, & 9. GARAGE APT. =SQUARE F3TAGE: 560 FINIOPEN PORCH: 178 '. 4 1,298 PROPOSED: INDEX OF DRAINGS CVR COVERSH T GARAGE SQUARE FOOTAGE: 560 A-1 GARAGE EVEL FLOOR PLANS - A-2 2ND LEVE GARAGE APT. FLOOR PLA GARAGE APT. SQUARE FOOTAGE. 560 TYPE OF CONSTRUCTION.......... TYPE V B Ns OCCUPANCY CLASS..................... GROUP R-3 A-3 NORTH E {EVATION FINISHED OPEN PORCH: 178 A-4 SOUTH ELVVATION A-5 WEST ELEVATION 19298 APPLICABLE CODES: A-6 EAST ELEVATION 1 . FL. BUILDING CODE 5th EDITION (2014) EXISTING BUILDING A-7 ROOF PL N AND TYPICAL STAIR DETAIL 2. NAT'L ELECTRICAL CODE 2011 A-8 TYPICAL INDOW FLASHINGS 3. FLORIDA FIRE PREVENTION CODE 5th EDITION 2014 E-1 PROPOSE ELECTRICAL PLANS TOTAL WORK AREA: - ( ) . GARAGE APARTMENT / OPEN PORCH 4. ATLANTIC BEACH LAND DEVELOPMENT CODE OFFICE COPY WORK AREA: 738 SQ. FT. S STRUCTt RAL PAGES (by E.O.R.) REVI WED FOR CODE COMPLIANCE ITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: /,/' ` DATE: 5-1070 BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CO DITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRE TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SF-16LL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 1 " = 10'-0" S TION APPROVED: CHECKED BY: PAGE #: Bosco 22 Swanson Renovations Jeff Swanson LE TER 0ATLANTIC BEACH FL. 3 33 A Building Contractors, Inc. PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS Atlantic Beam 1 " colal+�l€Rc>Cxt AND REaIGI ��. VR FAX: 904-241 -0326 FAX: P�G E todd@boscocbc.com Florida 3223 EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: Coversheet 221.311 221_011 10 4 IN X D D p d • d • • NEW CONCRETE RETAINING WALLS (HEIGHTS VARY) — • — NEW CONCRETE RETAINING WALLS •' •' (HEIGHTS VARY) '•° °•' • • o a N p p 0 N 0 • a a •v L • • • �• p 4 p 4 •v ' , 'f p C p 4 •v o • 4 W S.H D ROOF . NEW CONCRETE ST PS - - i 11 , 0 ' " EX. RAISED SLAB ,i I , +3" EX. RAISED SLA ' V 0 0 -Z 1 ♦ 1 ♦ 1 ♦ 1 1 � ` ' ♦ 1 ♦ K , 1 , 1 � ` a O W f -� I I -/� 1 ' , ' 1 1 ' NILW' r ONCkETE SLAB.' 0 �' \V J i— I I / • LL X LL ° W00 - - - - - - • N II N ' o • M I CD 1 I Cl) I 1 I x 1 I I 1 x I D LU UJI I I I 1 • 11 111C I I I I I 1 ♦ , ♦ I , I ♦ / ♦ I ♦ / ♦ I ♦ I , I ♦ I ♦ I • f I I I 1 1 ♦ I ♦ / , I ♦ / ♦ I ♦ I ♦ I , I ♦ � I ♦ / , I I 1 I I I 1 1 1 1 n n n n n n n n n n n n 11 11 18470 11 11 11 11 11 1184701 11 11 11 1 11 it 11 11 11 11 11 11 11 11 11 11 11 11 11 11 I 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II 1 1_41111 11 11 II 11 1181_4r1 11 11 11 11 11 1 1 1 I I 1 1 11 1 11 11 11 n41n 1 11 n n II 11 1 II n 11 n n u 11 1 '_, 11 1 11 11 II II II 1 0411 11 11 11 11 11 11 1.411 II 11 11 1 II II 1► II 11 11 11 11 11 11 it 11 1 11 _ _ 11 11 _ _ _I 11 11 11 11 _ _ 11 11 11 11 _ 11 11 11 II 11 _ 11 11 11 I 11 11 If If 11 11 II 11 II it 11 II 11 11 II 11 11 1I 11 11 11 11 11 11 11 11 it 11 11 11 NEW TRELLIS OVER Y Y Y V Y Y V V 11 Y V V Y Y Y V V 201_11 lie EX. GARAGE DOORS PROPOSED GARAGE FLOOR P OFFICE COPY 3/1611 _ 1_01 BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SH LL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-0" SL]ICTION APPROVED: CHECKED BY: PAGE #: 0 Bosco ATLANTIC BEACH FL. 32233 Swanson Renovations Jeff Swanson Avenue LEYTER _ A Building Contractors, enc. PHONE: 904-241-0320 1755 BeachPHONE: 904 233-7600 DRAWN BY. T. DAVIS 1 FAX: 904-241-0326 Atlantic Beach FAX: PAGE COMMERCIAL AND RoENT�A�. Florida 3223 todd@boscocbc.corn EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: Garage Level Floor Plans 221.311 2 RISERS - 15" DOWN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I L b i IL 00 80 O t Rb W , 1 9 FT PLATE HT .811 Y 111 91_811 M z t EX GARAGE APT .oo M C") D 0 1 z M C� — \ - U 1 _ r F W f— 1 LIJ V Q � — — - FRIDGE O M - - _ - 10 N Mo M co (D N N _1 1 L — SLIDING PARTITION WALL M 0 00 GLASS (0 61_511 0 N mi 0 0 co J CD 0 _1 _I O 9 FT PLATE HT 3040 3040 221_011 Iry PROPOSED GARAGE APARTMENT 3/1611 _ 11-011 OFFICE COPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CO DITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SH41-1- HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = 1 '-0" SECTION APPROVED: CHECKED BY: PAGE #: Swanson Reno atlons Jeff SwansonrA LETER0 Bosco ATLANTIC BEACH FL. 32233 ' 1755 Beach Avill nue _ A- 2 Building Contractors, Inc. PHONE: 904-241-0320 PHONE: 904-233 7600 DRAWN BY: T. DAVIS ow FAX: 904-241-0326 Atlantic Beah FAX: PAGE COMMERCIAL AND RESIDENTIALtodd@boscocbc.com Florida 322 EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: Garage Apt.Floor Plans 1 Top of Roof Ridge — - Top of Roof Ridge - CEDAR SHAKE ROOFING 12 12 8 a SHIP LAP SIDING a� o a� SHED ROOF -° c� O 12 - E - XZ- New Plate Height a' ADD 2 FT o 12 WALL EXTENSION CD N _ 4 — - — .0) (SEE STRUCTURAL ENG.) Original Plate HeightCU _ CD E E a� > o = os o 000 EO co C:) o o X -� ao om N J ~ ~ O %—Wo 4-j Q 0) ch T of Deck Z Tip of jSubfloor p _ _ _ _ _ _ — Approximate Grade a� Garage Plate Height , ,a d _- O ch ' - - 4LAPPED SIDING PANELS l , BRICK VENEER I . . . . . . . . . . . . Approximate Grad_ CONC. RETAINING WALLS SOUTH ELEVATION 3/1611 = if-Off ALL ROOF AREAS TO HAVE EXPOSED RAFTER TAILS OFFICE COPY BOSCO BUILDING CONTRACTORS INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROADPROJECT CONTACT: SCALE: 3/16" = V-0" SE TION APPROVED: CHECKED BY: PAGE #: mob, Swanson Renov,,3.tions Jeff Swanson A LETTER A-4 Bosco ATLANTIC BEACH, FL. 32233 Building contractors, Inc. PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS FAX: 904-241-0326 Atlantic Beac FAX: PAGE COMMERCIAL AND RESIDENTIAL. Florida 3223 todd@boscocbc.com EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: South Elevation ti CEDAR SHAKE ROOFING Top of Roof Ridge Top of Roof Ridge CD a� New Plate Height ADD 2 FT _ o WALL EXTENSION C, SHED ROOF (SEE STRUCTURAL ENG.) Original Plate g CU Height SHIP LAP SIDING = o 0 3 O O O CV 4--0 CONCRETE STEPS Z 12 — To of Sbfloor Q Top u_ _ _- _ EXISTING YARD AREA > p Plate Garage _ , Height s J..�_ JL_ i �_ 1 JE_ 1 _ -1 _Ilk- llkCN Ret. Wall r , , Height zo - It ell e Top of Slab PROPOSED WEST ELEVATION 3/16" = 1 '-0" ALL ROOF AREAS TO HAVE EXPOSED RAFTER TAILS OFFICE COPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-0" SECTION APPROVED: CHECKED BY: PAGE #: ATLANTIC BEACH FL. 32233 bosco Swanson Renovations Jeff Swanson L&TERA-5 8611ding Contractors, Inc. PHONE: 904-241-0320 1755 Beach Ave Ue PHONE: 904-233-7600 DRAWN BY: T. DAVIS A FAX: 904-241-0326 Atlantic Beach FAX: PAGE COMMERCIAL AND RESIDENTIAL Florida 3223 todd@boscocbc.com EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: West Elevation CEDA SHAKE ROOFING Top of Roof Ridge Top of Roof Ridge cfl C 0 r New Plate Height =N � o 0 co ADD 2 FT _ o110- 1 WALL EXTENSION N - - - - - - - (SEE STRUCTURAL ENG.) - - - - s E Original Plate Height .� = m E o P =N 9 2 - ° SHIP LAP SIDING 4-- 00 0 0 12 SQUARE COLUMNS �- 1— 12 ,� (Wrapped 6 X 6 P.T. POST Q � VH- -API5—roxi-m-aTe ) rude - _ q-t- -� A- -� -L- -� -X-- -� -L- �- -4-- �- -1- �- -L- �- -L-- �- 4- �- A- �- - - - - - pproximate�rade J. J. -L J. J. � —'E-- -L --i— J. --k-- EXISTING GRADE (High Grade Side) PROPOSED EAST ELEVATION 3/1619 _ 1 1.011 ALL ROOF AREAS TO HAVE EXPOSED RAFTER TAILS OFFICE COPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-0" SECTION APPROVED: CHECKED BY: PAGE #: G Bosco ATLANTIC BEACH FL. 32233 Swanson Renoyations Jeff Swansonq LETTER A-6 Building Contractors, Inc• PHONE: 904-241-0320 1755 Beach Av nue PHONE: 904-233-7600 DRAWN BY: T. DAVIS FAX: 904-241-0326 Atlantic Beach FAX: PAGE CoMEr�ciae. 'AND REsroE"rsi. todd@boscocbc.com Florida 32233 EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: East Elevation 4/12 walking surface guardralI maximum 4"sphere B shown cannot pass through-R312.1.3 exception-trangular space at steps so that a 6"sphere cannot pass R312.1.3 exception 91 36"high guardrail 0 handrail required-R311.8.3 ROOF PITCH T 1 ASN S I T I O required when deck is over 30" pen stair guardrail maximum 4-3/8"sphere above grade cannot pass through-R312.1.3-exception#2 R312.1.1 L__ N L LA I_ r r CC M M Q O 3/4"min.to 1-1/4"max.-R311.7.5.3 14 >M I — 7-3/4"max.riser-R311.7.5.1 0"minimum tread-R311.7.5.2 I I I I I I I I 11 1 1 I I I I LJ I I LJ L L__J 8/12 1-1/2"min. 1-1/4"to 2-3/4"" —handrail 1-1/4"to 2" diameter recess begins within 3/4" min. 1-3/4" less than 4"space between horizontal rails 2x top rail UJ UJ handrail with grip grooves vertical rails NORTH. m RIDGE RIDGE m SOUTH R311.7.8.3 rANQ Q Type I Stair Handrail T e 2 Stair Handrail 1. Landing and stair illumination is required per R303.7 2. For glazing in guards and railings see R308.4.4 3. There shall be a landing or floor on each side of each exterior door. 8/ 12 The width,of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical.in 12 units horizontal (2-percent). R311.3 4. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31-1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides R311.7.1 5. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers R311.7.8 6. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway R311.7.2 7. All exterior decks exposed to the weather must be protected from decay and shall be by use of naturally durable wood or wood that is preservative-treated in accordance with AWPA Ul for the species, product, preservative and end use. Preservatives shall be listed in Section 4 of AWPA Ul. 8. Handrail ends shall be returned or terminated in newel posts or safety terminals R311.7.8.2 TYPICAL STAIRS AND RAILINGS NOT TO SCALE 4/12 4/1 1 PROPOSED ROOF PLAN. OFFICE COPY 3/1691 _ 1 1_011 BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TOANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: As Noted SECTION APPROVED: CHECKED BY: PAGE #: 0 bosco ATLANTIC BEACH FL. 32233 Swanson Renovatio is Jeff Swanson ( AD LETTER A� 7 1755 Beach Avenue Building Cantractors� Inc. PHONE: 904-241-0320 PHONE: 904-233-7600 DRAWN BY. T. DAVISFAX: 904-241-0326 MW Atlantic BeachFAX: PAGE COMMERCIAL AND RESIDENTIAL todd@boscocbc.com Florida 32233 EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: Roof Plan and Typical Stair Detail WOOD FRAME CONSTRUCTION WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION MET 0 0=5C-R7103.(5) CODE COMFLI NT WINDOW INSTALLATION MET'I40D (f=5C-R-1 3,5) WEATHER RESITIIVE 5AFRIER (IAS) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER (om) ,APPLIED IOR TO THE WINDOW INSTALLATION'. E3 's FLASHING3 APPLIED Qda THE FAGS OF TWE C"OUNTI G F .Al i t � PLASNIW-i AF IF0 THE MOUNTIWx FLANGE. STE ft 0GT 1 A (D14 WATER$H DDIN4 FASHION, TH k"WINDOW JAMS T STARTING AT THE MASE OF -- THE WALL t WORKM TOWARDS ( lN WATER SHED�'31f�ts FASHION,, �- THE TOP, INSTALL THE WRI3 __� � $TARTIWz AT THE 5A$E Cr- THP,0Lk3W WINDOW JAM15 To THE FACE'OF THE THE WALL tIN!a Tom& SHEATHIN t SEALANT'MAD, THS TOP,INSTALL THE lug APPLY SILL FLA5F�fM r.a V) BEHIND 1"fOt mmeTOT OF THE FLAN�s .,. APPLY MAP of SEALANT ; APPLY slur FLASFIINC;(4or&At) Fi TSACKO TW ABY JAM F- 1► . JA1 Al2Y A SES,. THE WINDOW FRAMIE TO �-- 01SCONTINIUOUS SEA© TO APPLY A V til.DIA TCS THE ISACKSIDE APPLY MAD OF SEALANT ISOTTO,r,�MA FLANGE L.I!A'YIWx (INTERIOR)OF THE WINDOW FLAME, IN L A THE TC9�' �� SIDES f2)2#LiA.PS. _ OF THE I SIDE INTERIOR -. XIX WITH AMY F'RE HOLES OR$LOTS S A )OF WINDOW SET WINDOW UStW. PAN I-WAD MOUNTING FLANGE: ITA.. FLASH{I�tG � �:,� S�WO TO FACILITATE 11IN16PIECTICK APPLY 0MCONTNUOU0, WAD 6 JAM9 FLA NII SEALANT BEAD ME c7F SEALANT TO BOTtCAM AF'F'LY JA MIS FLASHINGS APPLY CONT., AL To THE 'MOUNTING.*FLANGE AT FLASHING AND I�TING FLAME, FLAK,LEAVING (2)Z' FLA4SI.11I�ICs APPLY MAD OF SANT THE TCS'CHEA,ID)AND SIMS (J )OF WINDOW. IMMEDIATELY INSTALL WINDOW � ALANt BEA'eETWEEN AT HEAD EMBED JAM 1-.A$HIWs INTO SEALANT AND FASTEN APPLY A Mfr NOM DIA. MOUNT11%4 FLAN AND IN PLACE. f�A&H S OVER SEALANT? Ads,OF SEALANT TO THE STH SEALANT SACKSI (INTERIa OF THE AF .'tr HEAD FLA*, I� - T9t7ITINti FL AT H€AD MOUNTING FLSAROUND REMOVE PREVIOUSLY APPL IE>3 � THE ENTIRE PERIMETER. TAPE,ALLOWING WRe To LAY" APPLY HEAD FLASHII�iCs PLAN IN LINE WITH FA�LATi HES A .f ANY PRE- HOLES F�IINGG AT HEAD E> FLAT O NEW HEAD PLASNGS T� � &REMOVE PREVIOUSLY APPLIED L OR SLUTS. �. I"� YI:;;N JA MO F�..A6HINKa, APPLY DI c IT - TA � � TAPE,AaLLOWII a� TO LATOYER < I i!AAI�I. SECURE FLAT OVER HEAD FLASNIN� AT HEA0 APPLY NEW SHEATHING TAPE �, OVER DIAAGON14- CUT - SEE 6HEAD EL I-IIN DIAr MOUNTWa FLANGE AT THE yr y I AD,{�FyLA9�►��SOYER SEC-URE r .. ` .. MOUW �s FLAK-. ' .T7�y�.D 40 Q CT r`"I HEAD FLASHING AaAINST SEALANT (FLA SW FLA614WS AT HEAD EXTENDS 10 TCS JAMS FLAIINr GOES VYGPgEMrA1{{ .r EXTEND HEAP F1.ASh1#hl�"i " "t OND EAC44 JA's FLASHING= r" k FASTEN F,45 IN PLACE z �SEALA4NTT14E HEAD a ✓ ` r " I FLASHING AGAINST THE PREVIOUSI.."T ✓/ I € / I APPLIED SEALANT (*FLASWW3 WES OVERSEALANT), EXTENV HEAD I ` I FLASHING;MYON? EACH JAS I @ IN�SINSTALLATION AFTER I FLASHING.FA#STII IN PLACE. I ' r A SMEC*IEAL ALL C* HERS Or- ANIC%AAL4Y JOINED F FR At"IES TO SEAL FRoAM j A EK1VND JAM FLASH A" JUNCTURE,G r TO C.?VERLAP BILL A �►Ar Fl��ll .�,, � .� ;� I � ��►-Ing E�r'��+ I JAMS FLASHINGS S)y" EXTENDJAM15 FLAIrI.HING TO t"' (220MM)ABOVE ROUGW OVERLAP SILL FLASHING. T TCP' � ", ° _ Ot�Nll�AT HEAD. till[ �`"` � � *� L,�#�I'� OF JAt5 FLASHING R THE FLAP I r � APPLY TAE AT ~._. I ��- OF a AT THE HEAD.SEE DIA 444M. D I' ,+ ' I , r' SEALANT TEMPORARILY HOLD .. ` N, I r' FLA5HINtar I IL WR15 16 PLIED. ' � SILL FLASHING; x.r SILL FLASHINGS :SHIM:AND ADJUST:WINDOW TO Ail-IIS SQUARE, PLUMS,A""44>fD LEVEL.�ITICN. USE CORROSION RIESISTA AND LI�6Y!`i. S.CoCFAS 7N I.� W$MR 3AH �,A� p�SISTANT FASTENERS. FASTEN WINCyOW�+PER 1 RESISTANT FASTENERS.. FASTEN WINDOWS PER (D � WINDOW MANUFACTURER FASTENER SPECIFICATIONS. WINDOW MANUFACTURER R SPECIFICATIONS, -�fii rAT WEATHER RESISTANT Ar i -tom ' AT A DEGREE AW4Z,�F LL.Y CUT�E ` I I > ER ON A DIAGONAL- GNTLY RAISE THE j ATA 4!5�DQE AW3LE,C,04EFULLY CUT THE TES+MX51E C*THE O AFftER UP AND TAPE THE SARMER ON A DIAGONAL. C,EImY MAI60 THE TOCP OVERS AND CENTER TO THE,1 XT TOP EDGE OF THE 544"M UP ASD TAPE THE ;- WF45 SURFACE ABOVE, TOP GOFialE� R& AND CENTER TO THE EX'MOl6t I ull a FA AE►t7V>> , INTERIOR I;=W '' T ' ' INTERIOR VIE TOP LEFT OF WINDOW s TOP LEFT CHER 0= WINDOWM-� a I NOTES: NOTA m flashing to tale fle ible self- l e ve type(miry. a wider a� 1. flashing to to flexible eel adh ave Amin. A"wide sill pan flashing sill pan flhing 2. sill to at d�of window, plus 2"oftfi: `I r`of wrt 2. cover sill to at least del�h of window, plus 0 onto face o lv b sloped surface: :. , v s since ; ( ) 3. the pan shell direct water t0 tli8 exterior over sill flashing - ;. :. 3. then shall direct wateto the - 4. eoY:r sill ltashi l r sill plate 4. ll $ nd gni window unit sill plate4. instal flashing aroundmain nq window unit 5. weather resistive baffler to farm weter shedding lops S. weather resistive barri r to form water shedding laps t see note#2 I see note#2 I . . �I L L PA F LAS H I N� �,�res �I L L PSN FLASHIN"� ,cher reser barrier ITS (optlona bafflerT3 r 911) wadi sheathing warn sheathing OFFICE COPY Prepared bg 130AF First Coast C olpter Prepared by 50 First Coast Chapter °�-f"1-� �:► BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-0" SECTION APPROVED: CHECKED BY: PAGE #: 0 tiosco ATLANTIC BEACH FL. 32233 Swanson Renov tions Jeff SwansonA LEITER Building Contractors, Inc. PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS A-8 FAX: 904-241-0326 Atlantic Beach FAX: PAGE COMMERCIAL AND RESIDENTIAL todd@boscoobc.com Florida 32233 EMAIL: jd7600@gmail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: Typical Window Flashings 3 RISERS - 20.5." DOWN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 2 I 2 O LL C*4 1 00 T- I i I I, m CV) C)o ' +5" RAISED SLAB , 11 1 , ,+3" RAISED SLAB , o I � O I II I O O o I II 1 0 II M VAULTED CLG VAULTED CLG I II I 1 0 1 O II b I _ W 10 - - I o t- C) I I I . N Icy Q I I 0 Z a W1 0011 IW v _j U 1 �I U) o U) I > Q 0 N ml Cn NII U) Im s � M �1 O a I I O I � _ 0 O „ c; I I -� 11100 -1 o O II J In co - - - - _ - - - - - - M N I O I I 0 I N rNN WI J J I W OWI V- ILL IO 00 I I o0 zl � - - - - - - - - - - - - - - - - - - - z � - - - - - - - - - - - - - - - - - - - - - � I I ; - - x - - � 1 =, 2x6 BEAMS N I I N I 1 AT CLG HT I I I I I I I I I W � Q I I I co cr) J 1 I 1 I I 1 1 ( co 8470 8470 J N 8'-4" 8'-4" 0I oe 10 1 111 1 —4 11 1 1-411 3040 3040 201-811 221-011 EXISTING GARAGE FLOOR PLAN EXISTING GARAGE AP' RTMENT., 3/16" = 1 '-0" 3/16" = 1 '-0" t OFFICE COPY BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT A D OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-011 SE TION APPROVED: CHECKED BY: PAGE #: Aask. IATLANTIC BEACH, FL. 32233 B oso* C 0 Swanson Renovcitions Jeff Swanson L&,TTER X- i Building Contractors, Inc] PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS FAX: 904-241-0326 Atlantic Beach FAX: PAGE C �� RESIDENTIALtodd@boscocbc.com Florida 32233 EMAIL: jd760099mail.com DATE: Saturday, February 4, 2017 NUMBERS PAGE TITLE: Existing Garage Apt. Floor Plan O 0. C7 C7 FRAMING NOTES AND LEGEND in 0 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. STUD MATERIAL: 2x No.2 SPF, UNO. g w o HEADERS: Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X m g 2 3.5")COMMON NAILS AT 12"ON CENTER. USE OSB SHIMS AS NECESSARY TO E S3.01 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' O v o THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. it 0 o a O Q - --- --- ----- - — - ----- ----- -- -- -- -- -- ------ -- ---- HEADER NOTATION IS: w ca --- ---- — — NUMBER OF PLIES IN HEADER w I (2) NUMBER OF KING STUDS 2X12 - (2)2X12 (2)2X12 (2),2x6.2:1 2 N Vol NUMBER OF CRIPPLE STUDS 0 0 N N 2 SIZE OF DIMENSIONAL LUMBER Z o VERIFY EXISTING WALL 5 a S3.01 HAS#5 VERTICAL > o REINFORCEMENT AT S3.01 A A uj z ' PORCH/GLUCAN BEAM 24"O.C. ------ -- ------ --------- - -'- - - - - - 1-STORY THREADED ROD r — - - (3) 1.75-X16- 2.0E LVL 4:3 VJ 3 !i j INDICATES GLAZING CLASSIFIED AS END ZONE. �i EZ S3.01 ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR O ZONE.SEE"COMPONENT AND CLADDING DESIGN O PRESSURES,"ON COVER SHEET. U M 04�� ? N L1J N ROOF FRAMED WITH: �--- Z Z J r EXISTING 2X4 WALLS TO BE 2 �2 CMti M REINFORCED S3.01 coF — • SEE TABLE FOR ROOF RAFTER SIZE Q Q WLL { AND SPACING. U Q = COMMON RIDGE BEAMS = U r — -- ----- — --- ------ ---- (� W Z U Q w W 3 2X10 SEE CONVENTIONAL FRAMING NOTES Z O O 2 FOR FASTENING SPECIFICATIONS. LU m al { m m Q U m CD S2.01 J Z N � F X ,— Lf) Z N iQQ r 0 r i VERIFY EXISTING WALL VERIFY EXISTING WALL � � ' LL S3.01 � M Q ~ r HAS#5 VERTICAL HAS#5 VERTICAL �'; o o (3)2x10 CONVENTIONAL FRAMING - ROOF m Q REINFORCEMENT AT REINFORCEMENT AT 0 O O 48"O.C. 48"O.C. MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, U Q a Q - m m 3 AND 1.25 DURATION FACTOR �a n I 1 r — 'v -- - - - - - - - - - - ✓� S3.01S3.01 GRADPE' No.1 No.2SY O /2 ,. ` r TYP,4 m �r Ft SPACING 16" 24" 16" 24" Y r} ' �f _ . 2x6 14'-1' 12'-3" 13'-5" 11'-0" a j 2x8 18'-6" 16'-2" 1r—i" 13'-11" r S3.01 2x10 23"-2" 18'-11" 20'-3" 16'-8" N 2x12 26'-0" 22'-6" 23'-10" 19'-8" c� c9 -- - - q A A o O im 2X10 PT NO.2 SYP RIDGE FASTENED TO TOP PLATE WITH HCP4. 4 O S3.01 O 5 5 5 �01 S3.01 S3.01 Z Z 1 Q Q V _ "1/4! ST LEVEL WALL PLAN Cp ECOND LEV .L WALL PLAN -OR OOF PLAN _Z :"OSB SHEATHING. LL 2X6 ROOF RAFTERS AT 24"O.C.2X$ RIDGE BEAMS.SEE CONVENTIONAL FRAMING NOTES FOR FASTENING. -- --------------=------i U N 1N (2)2x6 NO.2 SYP TOP PLATE FAST$JED c M ti WITH(2)ROWS 10d AT 16"O.C. STAGGERED. LAP CORNERS WITH 10d NAILS. y Al C� r� i 0 00 V LL U. 2X6 KNEE WALL.STUDS AT 16"O.0 FASTEN EACH END WITH H3. REVISIONcq N _- - BP# /7- fnft -3(-/gl u- (3)2x10 NO.2 SYP FASTENED WITH�H3 DATE_„_,f ,Y iIwo 10 7/16"OSB ROOF DECK FASTENED TO SIGNED 1'Yh Q m o " p – a FRAMING WITH 8d RING SHANKS Al 6 m � O.C.ON EDGE AND 12"O.C. IN FIEL). REVIEWED FOR CODE COMPLIANCE N ° N CITY OF ATLANTIC BEACH Q SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS ��`� Y ve •��•( WAYNF REVIEWED BY„--".....,.....,. •'�'(IFIc• OATS: O . 2 ' _ tc, ; : VA Z o. F SEE ADJACENT NOTES FASTEN RIDGE TO STUD ;•�� TOP PLATE WITH HCP4 't AUG SEE TYPICAL WALL SECTIONS 20'� FOR WALL DETAILS. Sheet No, .,, f4::�'%CUPOLA FRAMING S2001 3 OF 4 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 BORING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER O EDITION,ACI, NDS,APA AND ASCE7-10. WALLS,UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATI 3NS MAY BE 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 9 w 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 o COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. ¢ z 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 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 E Z O OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. Z D.PLACE ALL OTHER RODS. a. 0 a f- Ir 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 v w 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. uj SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT.ALL-THREAD EMBEDMENTS FOR SHEAR WALI.S AND HIGH o N 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 WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 32m LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO i 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. LAITANCE, DUST, DIRT,AND OIL. N W o 6"-TYPICAL WALLS,MONOLITHIC FOOTING 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE o j EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS € INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE z DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. CMEASURES ONSTRUCTION. THE NECESSARY TO GN PROTECTADEQUACTHE Y AND SAFETY OF ABOVEYITPERSEMS ONNEL RE RI E 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O. SHEATHING NOTES I RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS FOR WALL SHEATHING: ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. LACE A 1/2" 7/16"THICK. FASTEN WITH sa NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. O 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST ANCHOR BOLT WITH 6" 2. 5/16 EMBEDMENT WITHIN 6 OF DOUBLE STUD GROUP. "HARDI-PANEL MAYBE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK NAILS (- EDITION,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS ELOW, IT IS AT 6"O.C.ON EDGE,8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. V EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ui ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN HE BOTTOM ch OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 FOR ROOF SHEATHING: 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/- ALL CEMENT SHALL 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN N AND 5/S5 FOR STRAPPING ALTERNATIVES. » ` ? M CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2° INCHES FOR 7/16 THICK. FASTEN WITH 8d NAILS AT 6 O.C.ON EDGE, 12 O.C.IN FIELD. FOUNDATIONS,AND%a"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. CONVENTIONAL FRAMING NOTES 2 STAGGERED END JOINSINGLE CLIP PANEL TS. WHERE PANELS ARE INSGES. INSTALL PANELS TALLED OVERS SOVER INGLE SPANS DUE TO OR MORE FIELD Q Q WITH z W U- CONDITIONS, BLOCK PANELS AT 12"O.C. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. V v Q FOR FLOOR DECKING: % 'Q C� Z v w 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24,AND NOT LESS j z Q <C in VAPOR BARRIER AND TERMITE TREATED SOIL. THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. } (� Lu U 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND D 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, MINIMUM 3/4'THICKNESS. -J Q to Q COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE MASONRY NOTES m I- 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5)8d NAI S INTO THE I Q FOOTING. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530)AND THE "SPECIFICATIONS FOR O MASONRY STRUCTURES" (ACI 530.1)OF THE AMERICAN CONCRETE INSTITUTE. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF ROOF RAFTER 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE O CONCRETE REINFORCEMENT" STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90,TYPE N-11 m RIDGE BEAM � 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207.ALL MASONRY CEMENT 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD COLUMN WITH 18 GA STRAP WITH(12)8d NAILS IN RAFTER,(12)8d NAILS IN AND HEAD JOINTS SHALL BE USED. • WHICHEVER IS GREATER. COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE WITH(12)8d NAILS IN COLUMN,(12)8d NAILS IN TOP PLATE/HEADER. ; r o 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MAXIMUM AGGREGATE SIZE SHALL BE%"GRADED TO PRODUCE FINE GROUT IN CONFORMANCE -" WITH ASTM C476 AND C404.SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. N `m 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; O O O Q 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH LOAD TABLE COMPONENT AND CLADDING 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER - o O c�O ¢O o � 10.3. 1 1/2"FOR CONCRETE NOT EXPOSED O WEATHER OR EARTH FOR THE PRIMARY ROOF: DESIGN P RESS U RES LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE ? REINFORCEMENT. 20.0 PSF REINFORCING IN CELLS. DEAD D: 7.0 PSF EFFECTIVE PSF INTERIOR ZONES, 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, AREA,SF END ZONES, PSF CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE CEILING: CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION.THE BRACING SHALL REMAIN IN )'^ DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. LIVE LOAD: 10.0 PSF 0-20 28.9 -37.9 28.9 -31.5 PLACE UNTIL THE STRUCTURE IS COMPLETE. V LIVE LOAD-STORAGE: 30.0 PSF 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF DEAD LOAD: 5.0 PSF 20-50 27,1 -34.0 27.1 -29.9 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM FLOOR: 50-100 25.6 -32.2 25.6 -28.4 A82,SPACED AT 16"O.C.VERTICAL MAX. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF LIVE LOAD: 40.0 PSF O STEMWALL MUST BE FILLED. DEAD LOAD: 10.0 PSF 100-200 24.6 -28.9 24.6 -27.1 8, WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT,PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM 14 DECK LIVE LOAD: 50.0 PSF CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL FRAMING NOTES WIND LOADS:WIND SPEED: 130 MPH STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING EXPOSURE: D CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD IMPORTANCE: 1.0 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY CONSTRUCTION. BUILDING CATEGORY: 11 UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. i W ENCLOSED BUILDING: 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. INTERIOR PRESSURE 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS,UNO.SEE PLAN FOR SIZE AND COEFFICIENT: 0.18 REINFORCEMENT. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ROOF PITCH: MATCH EXISTING ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER r n V OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. U N 1w C M w 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 1 d, 0)� c w¢ 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS - a U � co co 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. c 0.2 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH U w w SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND T N LENGTH PER THE DETAILS. V cn m 2 -1 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED = w c U) _ A A o BELOW: a m o ti 8d=0.131"x 2-1/2" 10d=0.148"x 3" N o N 12d=0.148"x 3-1/4" O o R 16d=0.162"x 3-1/2" M 0) 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ! R THE FOOTING DETAILS SHEET. •` � WAYI�F AND/OR O ,�� F,_ . • • ., G � 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. �kQ,. �(I F►cq q'P>, - C7 : 5 -0 S w � OFFICE COPY , • 2.2•,it ••• , Sheet No. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL Osmol REQUIREMENTS AND CONDITIONS REVIEWED BY: DAT&_LL,� 1 OF 4 (L C, 101 1 9'-61-± 4 m 0 w CONTINUOUS BOND BEAM WITH 3000 PSI 9 CONCRETE AND(1)#5 BAR z W L: N 1"0 GALVANIZED TIE-BACK WITH 3"SQ WASHERz Z2 0 0 AND NUT AT EACH END.LOCATE AS-SHOWN-ON------------------ ------ Of 0 PLAN. 7 5" u- Of 9 U) W w D 10 0. F- T) 22'-3" 2-921 504" 13!-102 18"BOND BEAM FOR TIE-BACK SUPPORT r C14 4 S1.01 S1.01 ..................................... C) 4 #5 VERTICAL REINFORCEMENT AT 48'O-.C. UP cli TO TOP COURSE. Vo a z 0 rt--i F-t-1 ALL CELLS FULLY GROUTED.' ) L V-6" V5 ----------------------------------- > uj Z Of -A FIBER REINFORCED CONCRETE SLAB,4"THICK UNLESS-NOTED OTHERWISE ON PLAN. 18"WIDE x 18"DEEP x 24"TALL S1.01 0 :746 CONCRETE DEADMAN,CAST IN 4 I r ------ ---------------------i � I I M PLACE WITH FIBERMESH CONCRETE. S1.01 i I I I I 8'X16"RETAINING WALL cf) r4 T 9 Bo zn rn #5 VERTICAL REINFORCEMENT AT 8"O.C.UP 0 VERIFY EXISTING WALL ""I V-01 TO 3!-10". 2 � HAS#5 VERTICAL \,S1.01 REINFORCEMENT AT 24"O.C. L--- VERTICAL REINFORCEMENT TO HAVE 9"BEND 01) cn T AT BOTTOM. C14 2'-Ow 0 !'k 04 cf) i L Z -X24-FOOTING WITH(3)#5 BARS ------i—E 16 w LL .1. T-V > LL 6 2 CONTINUOUS. V S1.01 #5 L-BAR AT 24'O.C., 11"INTO FOOTING,24- A w CONTINUOUS BOND BEAM WITH 3000 PSI INTO SLAB. (D z 0 4 0 co z CONCRETE AND(1)#5 BAR Z 0 FOOTING TO BEAR ON FIRM UNDISTURBED U) III w SOIL. z w Z --IF NO SLAB USED, 18-X16-KEY WITH(2)#5 z AN 9 BARS CONTINUOUS TO RESIST SLIDING. w 0 A, f- u- EXTEND VERTICAL WALL REINFORCEMENT INTO KEY. W 0 fJ- NEW 4" w Z -7, cl) 0 ALL CELLS FULLY GROUTED. 8. V-4" hV 2'-0*--------; 0 -1-0,1) ETAINING WALL SECTION ww VERIFY EXISTING WALL j, VERIFY EXISTING WALL 314* V-0" -j X: #5 VERTICAL REINFORCEMENT AT 32"O.C. UP 7 77 HAS#5 VERTICAL HAS#5 VERTICAL w TO TOP COURSE. PLACE BARS IN SAME CELLS REINFORCEMENT AT ��l REINFORCEMENT AT AS BARS AT BOTTOM STEM. 48"O.C. 48 O.C. (1)#5 BAR CONTINUOUS IN TOP COURSE. CV 24 4 lot THICK C14 FIBER REINFORCED CONCRETE SLAB,4 CL w P UNLESS NOTED OTHERWISE ON PLAN. 3 COURSE 12"X16"AT BASE OF WALL w 7- #5 VERTICAL REINFORCEMENT AT 16"O.C.BAR 000 04 EXTENDS TO 3"BELOW TOP OF 12"BLOCK. UL VERTICAL REINFORCEMENT TO HAVE 9"BEND A AT BOTTOM. < S1 01 ------------------------------- 16"X48"FOOTING WITH#5 BARS AT 10.5"O.C. CONTINUOUS AND 12"O.C.TRANSVERSE. #5 L-BAR AT 24-O.C., 11"INTO FOOTING,24' 0 INTO SLAB. FOOTING TO BEAR ON FIRM UNDISTURBED ZD 41 SOIL. < OUNDATION PLAN -IF NO SLAB USED, 18"X16'KEY WITH(2)#5 1/4"= V-0" Z BARS CONTINUOUS TO RESIST SLIDING. EXTEND VERTICAL WALL REINFORCEMENT 8"x8"THICKENED EDGE WITH 8- INTO KEY. (1)#4 CONTINUOUS 0 24"x24"x12"DEEP FOOTING 7-0" LL WITH(3)#5 BARS EACH WAY 3'* ETAINING WALL SECTION_ 2 1 1 OD C%J ,V4' -0. N to co 0)r- co W v ui CL 0 00 OFFICE COPY 2X10 JOISTS AT 16"O.C.WITH 2X10 BAND U) 0 0 cc,4 BOARD.tX5.5*DECKING,FASTENED TO CONTINUOUS BOND BEAM WITH 3000 PSI cr) CONCRETE AND(1)#5 BAR -j JOISTS WITH(2)JPX2-314"DECK SCREWS. u- ALL CELLS FULLY GROUTED. X coo 2X10 BAND BOARD TOE-NAILED TO 2X8 SEE TYPICAL STEM WALL DETAIL E BASE PLATE WITH 10d NAILS AT 12"O.C. FIBER REINFORCED CONCRETE SLAB,4"THICK.i UNLESS NOTED OTHERWISE ON PLAN. 0) o 9 1do N FOR REINFORCEMENT DETAILS. CASTCRETE 8F8-1B LINTEL 2X8 PT NO.2 BASE PLATE. _7 C> w 0) 0 cl) CONTINUOUS BOND BEAM WITH 3000 PSI 3 COURSE 12wX16"AT BASE OF WALL (L END VERTICAL BAR OF 7- CONCRETE AND(1)#5 BAR #5 VERTICAL REINFORCEMENT AT 16"O.C. BAR % RESPECTIVE WALL SECTIONS. JAYke ji- EXTENDS TO 3"BELOW TOP OF 12"BLOCK. 3 8"X16"CMU STEMWALL.CELLS FILLED 2'-0"— 1 F1 --------- VERTICAL REINFORCEMENT TO HAVE 9"BEND WITH 3000psi CONCRETE AND(1)#5 BAR % AT BOTTOM. AT 48"O.C. 16'x48'FOOTING WITH#5 BARS AT 10.5"O,11(�, 16"TALL STEP UP.USE#5 Z43AR < FILL ALL CELLS ADJACENT TO AT EACH BAR LOCATION IN ONE STORY: d=8-, b=16",(2)#4 BARS 3 OPENINGS WITH 3000 PSI SPSECTIVE FOOTINGS. CONTINUOUS AND 12"O.C.TRANSVERSE.' RE - J TWO STORY: d=1 0",b=20 , (3)#4 BARS :t INTO TOP COURSE BOND BEAM 12". CONCRETE AND(1)#4 BAR.BEND ONE STORY: d=12-,b=24-, (2)#5 BARS MINIMUM 40 BAR DIAMETER LAP. 4 VERTICAL WALL REINFORCEMENT TO • #5 L-BAR AT 24'O.C., 11"INTO F IN SEE FOUNDATION PLAN FOR FOOTING TO BEAR ON FIRM --L' 7 FOOTING TO BEAR ON FIRM BEND 9"INTO FOOTING. INTO SLAB. 4 T.� 1 1— 1 t----: !- 11 (%V DI D SOIL. -0" FOOTING SPECIFICATIONS. 2' Sheet No. T UNDISTURBED SOIL. v-6- 6 TEP UP DETAIL II CRAWL SPACE: ACCESS. ETAINING WALL SE slool 3/4" V-0" V-0" -01 r6 r 4 2 OF 4 o c� a � FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. STUD MATERIAL: 2x No.2 SPF, UNO. o ww 0 HEADERS: Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X m w 2 2 3.5") COMMON NAILS AT 12"ON CENTER. USE OSB SHIMS AS NECESSARY TO S3.01 S3.01 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' 0 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. ' a w 0 IL o HEADER NOTATION IS: Cc W o -- - - --- --- _ � � IN HEADER Do -- (2)2X12 -- (2)2X12 -- (2)2X12 --- -- -- - - - ---- - _- NUMBER OF KING STUDS (2) 2, x6,2:1 } } N NUMBER OF CRIPPLE STUDS w o II SIZE OF DIMENSIONAL LUMBER c o O VERIFY EXISTING WALL 5 3 HAS#5 VERTICALPORCH/GLULAM BEAM > o REINFORCEMENT AT S3.01 S3.01 Z 24"O.C. 777-7-7-77 — --- 1-STORY THREADED ROD - (3) 1.75"X16"2.0E LVL 4:3 ✓%r� '„ '� Ez � 3 INDICATES GLAZING S END ZONE. s3.o1 AOTHER GLAZ NG LOCATED ON EXTERIOR O F CCLASSIFIED AS INTERIOR O ZONE. "COMPONENT AND CLADDING DESIGN PRESSURES,”ON COVER SHEET. V W M M ^> Y N ( ' ROOF FRAMED WITH: W N V, 'z EXISTING 2X4 WALLS TO BE Z Z 1 REINFORCED ; j • SEE TABLE FOR ROOF RAFTER SIZE AND SPACING. U Q = I r / _. ____ ___ ______�_, ' _ �_ i • COMMON RIDGE BEAMS �nn 2 UU (2) 1.75"X16"2.0E LVL V Z U W I o SEE CONVENTIONAL FRAMING NOTES Z O Q m FOR FASTENING SPECIFICATIONS. m U w w ! ! Z In 1= f �A Z VERIFY EXISTING WALL VERIFY EXISTING WALL ?%� S3.01 Q ' HAS#5 VERTICAL HAS#5 VERTICAL �� o o CONVENTIONAL FRAMING - ROOF J m Q REINFORCEMENT AT REINFORCEMENT AT O O 48"O.C. 48"O.C. f, — — - O Y � i MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, U "KI; i m 1 m AND 1.25 DURATION FACTOR 'rS3.01 s GRADE, - - -- -- - -- - - - - - - -- - --- - I No.1 No.2 O J a I SYP r SPACING 16" 24" 16" 24" 2x6 14'-l" 12'-3" 13'-5" 11'-0" 'Yt 2x8 18'-6" 16'-2" 17'-1" 13'-11" S3.01 ' 2x10 23"-2" 18'-11" 20'-3" 16'-6" r T N .8cq >0 , 2x12 26'-0" 22'-6" 23'-10" 194-6" 3 C7 Y C7 g c9 6 o wk ; i If 11 LL 4 O 3S3.01 5 5 5 S3.01 S3.01 �01 LL s Z � � 0 a. D IRST LEV�EL�WALLPLAN _ ECOND LEVE - WALL PLAN _ OOF PLAN Z L1. U. I U N 10 C W¢ +• a U to �v 0 00 U LLL(D j cUC o y 04 o V � N m J C 1� U- ri) U ca Q Amo ° > � N 09 C, M � 0) �•�� WAYNF......... c I F1 cj 3 _ TA F O.c� <O W Sheet OFFICE COPY S2 , 01 3 OF 4 0 C9 a ¢ m � 7/16"OSB ROOF DECK FASTENED aw w TO FRAMINGC WITH 8d RING SHANKS 2X6 TRELLIS RAFTER AT 24"O.C.FASTEN TO LEDGER o 0 IN FIELD.6"O.C. N EDGES AND 12"O.C. WITH (2)SDS25412 TOE-SCREWS.FASTEN TO BEAM ¢z N WITH TIMBERLOK TLOK10. z SEE CONVENTIONAL FRAMING WOOD-FRAMED WALL.SEE SECTION 1/S3.01 FOR NOTES FOR RAFTER TO TOP PLATE DETAILS. .0 o FASTENING 2X6 LEDGER FASTENED TO STUDS WITH(3)1/4"X4" z' o v (2)2x12 NO.2 BEAM.FASTEN PLIES WOOD SCREWS PER INTERSECTION OF STUD AND a O TOGETHER WITH(2)ROWS OF 10d LEDGER. v o 7/16"OSB ROOF DECK FASTENED TO NAILS AT 12 O.C.STAGGERED. 4X6 TRELLIS BEAM. FASTEN TO BEAM BELOW WITH w � FRAMING WITH 8d RING SHANKS AT 6"O.C. FASTEN BEAM TO POST WITH TIMBERLOK TLOK08 SCREWS.COUNTERSINK AND FILL U) ON EDGES AND 12"O.C. IN FIELD. MSTA24 STRAP,ALL HOLES FILLED z HOLE AS NEEDED. WITH 10d NAILS 4X4 HORIZONTAL BRACE.45'BEVEL AND FASTEN TO FRA OSB ROOF DECK FASTENED TO VERTICAL BRACE WITH(2)SDS25600.NOTCH POST 1-2" FRAMING WITH 8d RING SHANKS AT 6"O.C. TO ALLOW FOR DIAGONAL BRACE. N SEE CONVENTIONAL FRAMING NOTES FOR ON EDGES AND 12"O.C. IN FIELD. RAFTER TO TOP PLATE FASTENING. 4X4 VERTICAL BRACE. FASTEN TO CMU WITH(2)3/8.0 � � THROUGH-BOLTS.45'BEVEL AT TOP. NOTCH POST 1-2" u) o SEE CONVENTIONAL FRAMING NOTES FOR TO ALLOW FOR DIAGONAL BRACE. z (2)2x6 NO.2 SYP TOP PLATE FASTENED RAFTER TO TOP PLATE FASTENING. > WITH(2)ROWS 10d AT 16"O.C. o 4X8 DIAGONAL BRACE, CUT FOR ARC. FASTEN TO d STAGGERED. MINIMUM 24-LAP WITH(12) 2X RAFTERS AT 24"O.C.SEE PLAN FOR VERTICAL BRACE POST WITH(2)SDS25312.FASTEN TO a z 10d IN LAP. SIZE. HORIZONTAL BRACE WITH(2)SDS25450. SEE SECTION 2/S3.01 NOTES: 4X4 PT NO. SYP POST.SEE PLAN 1. COUNTERSINK AND FILL ALL BOLTS AND SCREWS. 3/8"ALL THREAD CONNECTORS.SEE FOR SIZE. 2. SEE ARCHITECTURAL PLANS FOR SPECIFIC KORBEL U) ALL-THREAD NOTES ON THIS SHEET FOR DIMENSIONS. w AND EMBEDMENT. SPECIFICATIONS,SPACING O 3TYPICAL WALL SECTION 4 ORBEL DETAIL M ABU. USE 1 2"ANCHOR EMBEDDED �-- Q ? N o• 6" AND ALL HOLES FILLED WITH 10d z d •o• NAILS. j LLL FASTEN 7/16w c� w OSB W/8d 6 O.C.ON V � a EDGES 12"O.C. IN FIELD. Z w z O w m - - — U) m ADD 2x4 SPF STUDS AT 16"O.C. BETWEEN . FINISHED GRADE Z Lo Z OR ADJACENT TO THE EXISTING STUDS. - SEE SHEET 1.01 FOR DA N m Q EXISTING BOTTOM PLATE TO REMAIN. -- -- a --! - -- --- DETAILS. -- �. O ----- ------- EXISTING FLOOR SYSTEM !+ VERIFY OR INSTALL A 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS AT 48"O.C.ANCHOR BOLTS EMBEDDED 6"INTO BOND BEAM. TYPICAL WALL SECTION = PLACE ANCHOR BOLTS WITHIN 6"OF € SPLICES,AS REQUIRED. 3/4"= 1'-0" T S PROPOSED MASONRY WALL N ALL THREAD EXTENDS 8" INTO BOND BEAM Q cNO5 H CL U L D 4 EXISTING BOND BEAM EXISTING MASONRY WALL Y i VERIFY#5 BARS AT 48"O.C.MAX. IF NONE, �9 INSTALL#5 BAR, DRILLED AND EPDXIED 6" INTO EXISTING BOND BEAM.EXTEND 25" 2X8 TRELLIS RAFTER AT 24"O.C.FASTEN TO LEDGER ! INTO EMPTY CELL. U) WIT (2)SDS25412 TOE-SCREWS.FASTEN TO BEAM _ ! WIT TIMBERLOK TLOK10. WOOD-FRAMED WALL.SEE SECTION 1/S3.01 FOR i r DET kILS. F EXISTING 8"x8"x16"MASONRY BLOCK WALL. VERIFY OR INSTALL#5 VERTICAL 2X4 LEDGER FASTENED TO STUDS WITH(3)1/4"X4" #5 REINFORCEMENT,DRILLED AND EPDXIED REINFORCEMENT AT CELLS ADJACENT TO -- - WOOD SCREWS PER INTERSECTION OF STUD AND - — -- ----- USING SIMPSON SET ADHESIVE.PLACE ONE c CORNER, EACH SIDE OF OPENINGS,AND LEDi 3ER. r BAR AT THE TOP COURSE,ONE AT MID ` P, AT SPACING SHOWN ON PLAN.FILL CELLS 3X10 TRELLIS BEAM. FASTEN TO BEAM BELOW WITH HEIGHT AND ONE AT THE BOTTOM COURSE. _! r WITH 3000 PSI CONCRETE. TIME ERLOK LOG012 SCREWS.COUNTERSINK AND FILL r_ r HOL AS NEEDED.Pi NEW EPDXIED BARS AND VERTICAL BARSCELLS IN THE PROPOSED AND EXISTING 4X61 iORIZONTAL BRACE.45'BEVEL AND FASTEN TO C IN SAME CELL!! - ____— —— WALLS MUST BE FILLED.MINIMUM c VE ICAL BRACE WITH(2)SDS25600.NOTCH POST 1-2" i r TO LLOW FOR DIAGONAL BRACE. EMBEDMENT INTO EXISTING WALL D ct _ PROPOSED WALL IS 6".MI U E E VERIFY#5 BARS AT 48"O.C.MAX. IF NONE, _ _ __ DISTANCE OF REINFORCE T 9 INSTALL#5 BAR DRILLED AND EPDXIED 6" �? y — SEE SECTION 1/S3.01 FOR TYPICAL WALL DETAILS. INTO EXISTING FOOTING.EXTEND 25"INTO t� `� � ;;=a LL" a EMPTY CELL. ,, ,� = 4X6 VERTICAL BRACE. FASTEN TO CMU WITH(3)3/8"fZ1 _ �� r - THR UGH-BOLTS.45'BEVEL AT TOP. NOTCH POST 1-2" #5 VERTICAL B ILL EPDXI INTO EXISTING STRI O MBED 8"IN i H _ TO ALLOW FOR DIAGONAL BRACE. N EXISTI AND E D VERTIC 5". I - 4X1 DIAGONAL BRACE,CUT FOR ARC. FASTEN TO - - r-- -- - VERTICAL AND HORIZONTAL BRACE POST WITH(3) l c rn ° � F SDS25600. ! � c w¢ " EXISTING CMU WALL.SEE SECTION 1/S3.01. VERIFY EXISTING FOUNDATION IS 16 k — r c • WIDE MINIMUM. FOUNDATION ` o �° �► NOTES: U `- - 1. COUNTERSINK AND FILL ALL BOLTS AND SCREWS. d U 2. SEE ARCHITECTURAL PLANS FOR SPECIFIC KORBEL `______ v `�'' I — DIMENSIONS. c ca j v i TYPICAL WALL SECTION ORBS DETAIL MASONRY WALL CONN CTION a m o 1 3/4"= 1'-0" 3/4"= 1'-0" 3/4"= V-0" N N O C7 c �• F r� .c� R Sheet No. , OFFICE COPY S3w0l 4 OF 4 AP OF SU LOt 32, NORTH ATLANTIC BEACH UNIT No. 1 - R-C B- S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLICRECORDS OF DUVAL COUNTY FLORIDA EXCEPTING THEREFROM` ANY LANDS LYING EASTERLY OF THE EROSION CONTROL INE F : L OR DUVAL 9 COUNTY AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B OF SAID-PUBLIC RECORDS. o 'S N a m' m { ONUMENT w co D.E.P. M N w600 72-81-A17 N wAuc OPPOSITE w OP v MONUMENT R-44 _ Q 4z D \ { n \ _ 2 STORY FRAME \ cRESIDENCE No. 1765 ) i I ::j 1 \ o 0 ot o/ \I T'\N z 'y { o\� C 77.7 coNCRETE POOL DECIc 2 _ Z. m\� xi 1 'LOT 33, { 7.4 , P WOOO POWER POLE" L 69.2 I BENCHMARK. NAIL /N OD POWER POLE. ELEVA77 13.43 FWW 1/2'IRAN i PlPE NO CAP fa fe'N9 � � I � : TELEPHONE RISER--yam � YI 6 WOOD FENCE , • EDGE OF WGIETADON CABLE RISER ----� O _ . IV MEAN N/GYf WATER LINE ER 10'EAs�vT FO�RYNG S89-3 44 E 131.69 IRON - IRON ) -+ 11EVAMV zoo (NA.V.o:) i GH UNDER A AND Ea QFh7CIAL FRAME SEASONAL HI WATER UNE z CONCRETE DRIVE P �( S89 38 44 f 206.47 CALCULA D ) L, Fofav0l/2 fJ1 O $ L GtaRDs Boat AGE SHED • 206. 1.1• Nr 0.6 9tQAr P V V ELEVATKIII (MA.V.a) w Z 21 120 S 9.3Jr 12 E 6 WOOD FENCE T I N , 1.6 1.5 0 � !! O , 1 _ ---- _ j13.1 4:0 r ,. „t: ' 12 1 ^ 1 s r \ d 2. _1 I 9. 9 1 6 X ♦ - \ C'/� rq 13 I' 1 � 11, I I g'9 \ XT5 71 + \< \` \\ 3.8 I 6 W 41 WATER ME ❑ - , 1 IRAN •�� I 1 1 '/� / 1 <lX ! ' !Y f \ \�1♦ X .3 \ 1 l , �/-01 TT o NORMMM 1 B `� ] r ' r3' ?0. 6C - 1 ,� r r., ( f r \ . 1 , + 1 1 -n W d STORY t �� >Z� • � -�� - 2s , � r r r + + 1 I , r `. , \, 1 + ,P EASIING 7f 9 TWO 1 I PALM �� 3 �� r.N r , 1 1 + ! r f , I �� ' 1 121' 0.1 ♦ \ Q ♦ 1 r! \� .. cAta/u r 1 MASONRY & $S ( b o v 20.5 7�\. ♦ \ (�7 '.as ♦ 1 1 1 ! P ! \• \11 , , , 1 I , , , \ GE o N LOT 32 ,2 / �° ,9• a . \ , 1 _a r , +, 1 I , \ 1 1, , , , m N O t FRAME GARA i , o, X \ \ \ r O ♦. 1 / 1 1 t 1 I r r , \ t 1, ! { , _� o V ► 1 RTMENT rn o \ o b .0 9� \ \ 01 1 .APA .7 20 19 \ \ \ o, \ 1 t1 w ;20 WA M TER 1 FINISHED ti =13:07' FLOOR / 7 o a ." \ / I I , , , , t t I , y� r ' •. ♦ \ \ \ \ 1 .. -. 1 J 1 ` , t ,; 1 I I. r I � 1 p -1.3 \ c� r 1 TWO STORY BRICK... \ \ \ \ .,, � . 1 , , , r 11 4. e. i ,5 r , 1 I \ .... "1 D 255 ♦ 2 1 �' \ \ \ \ QY \ I 1 1 }3. j3. 1 t 7.4 1 v7 7.0 7 _ ♦ 2 N \ \ \ \ �g(�71.2 : 1 , IX 1 , , 1 X 4 i I 3.6 t X \ v r ((�yy12. , 2oa o� RESIDENCE No. `1755 \I \ \ \ .9�OD a► 1 . 1 X .I� ifl` I 1 1 X XII I I X -1 1 \ i nC11 �/11.9 11 %� 4: \ , �? , o , 9� t1 4�b 1 , 6.1 \ � � f.7 �_��\1 'r t � I 1 I I 1 � ( � I c 0 /� r r CONCRE o. s r / 1 1-2 >� , r 1 : 6 1 , �♦ i rn l i 1 1 1 1 1 , i i ; i \\ _o. FINISHED FLOOR X I , , 1 1 \ , 0 1 I , 1 1 O p L N I i J l I i, _,. r ,l i, + , j j y'at +► N 19 , -u D w 5t wr , r 20.54 / , �, , 1 \ 1 / ' 1 I c77 + 1 , Go 1 rn \ U-( _ i , i 20 ' 91 f 'I V. 8 1 i -"P° \ 1 1 ` 1 I I I I , , 1 l O ' 1 y vt P w \ p ,9 OD t Q 1 20:1 --- 2.5 D , i , ♦ 01s 1 , I i ► " I-1 ! , 1 1"- C I �I 1 t 1 i + O r \ ------ - r I 1 I �`/ n I f" J M s0 PALM% CLEAN-OUT FRAME t i �Q / i I I , , ^ S ?#57,11 r I i 1 \ \ \♦ / \ 1° ! 6.1 I' I l I I I l l , I , 1 1 ( 1 + Nai7FNNG , , y t0 1 I I / F , I L, t \ t . I 1 1 1 1 1 11 i 1 1 �' 1 SUN ROOM % 9 ON RETE A 18\ I I _t L 1 ! .1 1N ► 1 , , T EASTING j.7 t;t VE /, M�E1E tl f� t38 DUNE ' 1 , 1' 1 1 ,, , ' 1 I I , 1 1 ' j FO(MIO f ,ROW ! NGLL4 1 II ff 8 N Z 1 , 1 L I 1 ,,,;t _,1 1 11 I , I I , t , i o`R1 , i 1 i P l 22T 2p.t8 .9 I 1 , 93 ""'Fi tl i ,, t i i , 1 , 1 1, , D O P/PE 8 I , \ / , 1 1 , I p F / 0.1 CK PATIO 3 1/ ,, t \` \ ! / I: 1 ' I 1 1, 1 1 t , I 1 1 y / L•� � C 12. Z� ,0 ! L 1" , i 1 t :3 I � I' I I 1 i 2• 1 t 714 I I .5 1 ,p.2 D X i' 11 10.0" `0:41 1 13.9 1,9 1 1 }IQ2 9 X1• g I , c1UT ON XI, 1 �< \.X ✓\ . .s X 1 T , X30 I / 1_ 71 1 v i \ , 1 7 1 , X , , 1 X " ' WOOD POWER-POLE-�"A 6 WOOD FENCE • • ar S89 3512E 2Q9.03 - I AcE'of L�l/LKHEAD 1 + , � ,,, ` , X , t 1 , st3• I I 1 t ( S89'32 35'E 207.37' IRON - CUT m I l 3 STORY BRICK AND 1 I { �s WOOD FRAME RESIDENCE " o { No. 1751 f• { a ' e 2129' I - 0' 116.2' N s x 27.3• F t c ONc�E i HEADWALL o.8' 114.9' { FOUND 1/2''LRQN p P%PE'NO G7 FOUND CUT.ON EAST NOSTEW Cj Z FACE a"BULKHEAD { 34:6' WIDa) p• � L a X WALL ex+ 5 J { f�1 I 57:3' _ TWO STORY FRAME o ' aT MASONRY w TWO STORY At LOT 30 { AND M � E GARAGE lao FRAM €� i I - ar : RESIDENCE rrn . No 1.745 i ac I wood DECK CONICRETE WALK { I 90.3' / � { 56.7' _ WOOD DECK ' { WOOD WALK . { OPPOSITE �.>" - MONUMENT R "' TWO STORY ti waoD wAuc '{ '� 90.9' - MASONRY & � � � I NOTES: , FRAME GA AGE >_ & RESIDENCE MASONRY and FRAME ICIC { 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. - RESIDENCE I 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN E CE LOT 29 DEPARTMENT-OF NATURAL RESOURCES MONUMENTS No. 1739 m { 72-81-A17 AND 72-81-A18 PER THE COASTAL 1a9' 4 7 - 4. �. �• - WOOD WALK CONSTRUCTION CONTROL UNE FOR DUVAL COUNTY, FLORIDA. - ;• 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS t: z RECORDED IN MAP BOOK C. PAGES 72 .THROUGH 72H, DUVAL COVERED CONCRETE a i I , �' { COUNTY, RECORDED JULY 21, 1992. STEP { 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING I EXTENDED DATUM FOR TIDE INTERPOLATION POINT 1 0978 � coNCRETe wALlc _ � `DEac• { O Q (ATLANTIC BEACH, MHW _ 2.04 (NAND. 1988), TIDE RANGE _ C3 . ' 5'01. 5. SEASONAL HIGH WATER UNE AS DEFINED BY FLORIDA { CONCRETE/ STATUTES CHAPTER 161.053 (6)(a)2. Seasonal hlghrwater ' : { line" means the line formed by the intersection of the rising rrt { shore and the elevation of 150 percent of the local mean { tidal range above local mean high water. � M c° 2.04 + (1.5 X 5.0') 9.54 (NAVD 1988) G7 O , { 6. COORDINATES AT PROPERTY CORNERS ARE BASED ON D m P -"-�' 1 LEGEND STATE PLANE COORDINATE SYSTEM, EAST ZONE, OBTAINED { D O USING GPS RUN USING SPECRA PRESCISION EPOCH 25 L1/L2 0 z IN-GROUND { tT► n � � C.C.C.L. DENOTES COASTAL CONSTRUCTION CONTROL UNE EQUIPMENT AND TRIMBLE VRS SOFTWARE. Q 90 20 4,0 { ,- I POOL LOT 28 � C � 105.2 - 7. REFERENCE BENCHMARK IS DEPARTMENT OF NA RAL G:P.L DENOTES THE GENERAL PERMIT LINE RESOURCES MONUMENT 72-81-A17, OBTAINED BY CPS USING • I SCALE. 1 = 20 Z n 8 I SPECTRA PRECISION'EPOCH 50 EQUIPMENT AND TR14BLE VRS O � O SOFTWARE. {, ELEVATION = 12.07 (NAVD 1988). OPPOSITE Z T1 -i FILLCOP 8. THE EROSION CONTROL UNE AS RECORDED IN PLAT BOOK 0 46 of Q O 35, PAGES 59, 59A & 59B'OF THE CURRENT PUBLIC MONUMENT R- i o,/ � � m � � �� I RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY UNE FOR PRIVATE LANDS IN SAID COUNTY. I ^� LA p c7J 9. GPS.RUN USING SPECTRA PRECISION EPOCH 25 L1/L2 rrl EQUIPMENT AND TRIMBLE VRS SOFTWARE. Z 10. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL ^� m ' RECORDS BOOK 12975, PAGE 1781 OF .THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. tV 11. CONTOURS ARE COMPUTER GENERATED. "z , 12. SITE BENCHMARK IS A NAIL IN A WOOD POWER POLE THIS SURVEY WAS MADE FOR:TF'IE ,$E�EFIT OF "� NEAR THE NORTHWEST CORNER OFRESIDENCE No. 75 JEFFERY D S ANSON. WE E � 5 -- � '• ELEVATION=13.43 (N.A.V.D.) THE PROPERTY SHOWN HEREON. APPEARS TO LIE IN d FLOOD ZONES "X" (AREA OUTSIDE THE 0.2% ANNUAL D.E.P. MONUMENT CHANCE FLOODPLAIN) AND "AO' (DEPTH 2') AS WELL 72-81-A1$ AS CAN BE DETERMINED FROM THE FLOOD OPPOSITE INSURANCE RATE MAP No. 120 1CO409H, REVISED D.E.P. TOPOGRAPHIC DONN W. BOATWRIGHT, 1.3.E "NOT VAUD WITHOUT THE SIGNATURE AND THE MONUMENT R-47 - HIC SURVEY UPDATE NOVEMBER 22, 2016 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED JUNE 3 2013 FOR DUVAL COUNTY, FLORIDA. D.E.P. TOPOGRAPHIC SURVEY WITH TREE LOCATION- JUNE 27, 2016 FLORIDA LIC. SURVEYOR and .MAPPER No. LS 3295 SURVEYOR AND MAPPER." UPDATE, ADDED EASEMENT- MAY 9, 2016 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 • Fc-HECKED BY. ZZ]�FILE. -2016 1 83� DRAWN BY. BOATWRIGHT CL LAND 1n�. j5QQ 6EACM FLORLQA DATE.MARCH 2, . 201, �SHEET- oC90 4 241- $550 REF: 2011-0183; 2016-494; '2016-705 _ til( -- / f 1 1 Top of Roof Ridge AVERAGE GRADE BETWEEN HIGH & LOW = 24'-0" Top of Roof Ridge I CEDAR SHAKE ROOFING a� = U) o �a �a o i .D r ED ROOT* N = \ f Top o(Iat�e New Plate Hei ht Cn = 4 ca co W C V 0 00 CD o (D CL _ r CL _ .Q c� Top of Deck _ M _ Top of Subfloor > - - - - �=- da- rage - - _ O A roximate Grade Plate Height LAPPED SIDING PANELS - OFFICE COPY CONC. RETAINING WALLS %. BRICK VENEER REVISION NORTH ELEVATION _ _ _ _ _ Approximate Grade BPA� A 3y _ DATE__.,.,,,J..,....,...I...1_.,... 3/16" = 1 '-0" REVISION SCHEDULE NUMBER DATE REVISION NOTE / d� s 1 7/29/2017 CHANGED ROOF STYLE C720 Z� \ RA� BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = V-0" SECTION APPROVED: CHECKED BY: PAGE #: AlkBosco Swanson Renovations Jeff Swanson LETTER M ATLANTIC BEACH, FL. 32233 A Avenue Building contractors, Inc. PHONE: 904-241-0320 1755 BeachPHONE: 904-233-7600 DRAWN BY: T. DAVIS A�3 FAX: 904-241-0326 Atlantic Beach FAX: 1 PAE COMMERCIAL AND RESIDENTIAL todd@bosCocbC.Com IFlorida 32233 EMAIL: jd7600@gmail.com DATE: Tuesday, August 15, 2017 NUMBERS PAGE TITLE: North Elevation E 1 Top of Roof Ridge AVERAGE GRADE BETWEEN HIGH & LOW = 24'-0" Top of Roof Ridge CEDAR SHAKE ROOFING SHIP LAP SIDING 12 12 N a Cn SHED ROOF CU , N New Plate Height " cm CD 12A K A - - - N cu 4 O C: .� J c o .«.� L_ N . .+ O CO () Cm > •a) O •'-41' w.... a) O Top of Subfloor cr) Top of Deck = r - - - - - - - r- Garage Plate Height _ _ - _ - Approximate Grade A i A - ` - - ` LAPPED SIDING PANELS BRICK VENEER Approximate Grade,, 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 REVISION SCHEDULE SOUTHELEVATION CONC. RETAINING WALLS OFFICE COPY NUMBER DATE REVISION NOTE 3/16" = 1 '-0" 1 7/29/2017 1 CHANGED ROOF STYLE A a REVISED 117 BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION Swanson Renovations p AM 2158 MAYPORT ROAD PROJECT CONTACT: SCALE: 3/16" = 11-011 SECTION APPROVED: CHECKED BY: PAGE #: � mfr V S ATLANTIC BEACH, FL. 32233 Jeff Swanson LETTER A Building Contractors, Inc. PHONE: 904-241-0320 1755 Beach Avenu PHONE: 904-233-7600 DRAWN BY: T. DAVIS A4 FAX: 904-241 -0326 Atlantic Beach FAX: 1 PAGE I COMMERCIAL. AND RESIDENTIAL Florida 32233 todd@boscocbc.com EMAIL: jd7600ggmail.com DATE: Tuesday, August 15, 2017 NUMBERS PAGE TITLE: South Elevation i 1 AVERAGE GRADE BETVIEEN HIGH & LOW = 24'-0" Top of Roof Ridge Top of Roof Ridge — - - - - - - - CEDAR SHA E ROOFING a� 12 12 (D New Plate a Height N s SHED ROOF , -17 SHIP LAP SIDING N a� Cm o 31-211 CONCRETE STEPS 12 > Top of Subfloor _ � 4 EXISTING YARD AREA 4 Garage Plate , Height IL _ - — 1 -A- 1 -A- y _A4!:l 1 _j_ 1 -A- 1 -A- 1 -i- I? .- .- .- .- A .. .- .� N _ Ret. Wa Z :3 / I I I I Height �'. Top of Slab _ _ _ _ - - - - - - REVISION REVISION SCHEDULE NUMBER DATE REVISION NOTE PROPOSED WEST ELEVATION. 1 17/29/2017 CHANGED ROOF STYLE OFFICE COPY 3/16" = 1 '-0" i A B REVISED i BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED T ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION . PROJECT CONTACT: - SECTION ,� 2158 MAYPORT ROAD Renovations SCALE. 3/16 - 1 0 APPROVED: CHECKED BY: PAGE #: BoscoSwanson Jeff Swanson LETTER A�5 41ATLANTIC BEACH, FL. 32233 A Building Contractors, Inc. 1755 Beach Avenue PHONE: 904-241-0320 PHONE: 904-233-7600 DRAWN BY: T. DAVIS FAX: 904-241 -0326 Atlantic Beach FAX: 1 PAGE COMMERCIAL AND RESIDENTIAL Florida 32233 todd@boscocbc.com EMAIL: jd7600@gmail.com DATE: Tuesday, August 15, 2017 NUMBERS PAGE TITLE: West Elevation 1 Top of Roof Ridge AVERAGE GRADE BETWEEN HIGH & LOW = 24'-0" Top of Roof Ridge i CEDARS AKE FILOOFIN 12 12 CO New Plate = Height G) L - - - - - - - - - - 1 N N � E cq o E M 0 L-0 ,` 1 a� SHIP LAP SIDING 60 / / 2 o 12" SQUARE COLUMNS 12Wra ed 6" X 6" P.T. POST Q 4 12 (Wrapped ) - - - - Approximate Grade -L- -�- 4- -�- -L- -�- -k- -s- 4- -�- -4 -� -4- -� -� -�- -L- -L- -4 -� — - C0 - - Pp roximate-Grade -j-- -. -A-- J. -A— J. —'L- -. —'E— �. —'t-- J. --'t- J. --'E-- .1. -j— -I— A l EXISTING GRADE (High Grade Side) f PROPOSED EAST ELEVATION. 3/16" = 1 '-0" REVISION SCHEDULE - - NUMBER DATE REVISION NOTE EXISTING GRADE (Low Grade Side) 1 7/29/2017 CHANGED ROOF STYLE OFFICE COPY i r REVISED 2 7 BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT A D OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED. THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION PROJECT CONTACT: SECTION APPROVED: CHECKED BY: 2158 MAYPORT ROAD W n n Renov tions SCALE: 3/16" = 1 '-0" PAGE #: AIkBosco S a soLETTER FL. 2233 Jeff Swanson M�r ATLANTIC BEACH, 3 A Building Contractors, Inc. PHONE: 904-241-0320 1755 Beach Avenue PHONE: 904-233-7600 DRAWN BY: T. DAVIS A�6 FAX: 904-241-0326 Atlantic Beach FAX: 1 PAGE I , COMMERCIAL AND RESIDENTIAL todd@boscocbc.com Florida 3223 EMAIL: jd7600@gmail.com DATE: Tuesday, August 15, 2017 NUMBERS PAGE TITLE: East Elevation i i I E .M A P O F . $` .0 R- V :�E-• Y ' 1 LOt '32, NORTH,-ATLANTIC BEACH - UNIT No. 1, R-C-B-S CORPORATION,- AS .RECORDED IN i t PLAT BOOK 15, PAGE 10. OF THE CURRENT PUBLIC' RECORDS OF DUVAL'CDUN.TY,-.•FLORIDA; ` -EXCEPTING ;THEREFROM ANY'LANDS LYING:'EASTERLY"OF THE- EROSION:"CONTROL' LINE FOR- `DUVAL . `b COUNTY` AS RECORDED IN 'PLAT BOOK '35, 'PAGES 59, 59A &..59B..OF SAID PUBLIC RECORDS. / 099 t 5 _a N A. p,E,P_ MONUMENT iu [,1 72-Bj-A17 Nlco OPPOSITE i' W MONUMENT R'44 1 .11 1 2 STORY 'FRAME t �` RESIDENCE No. 1765 o o• CA ! 11 �t 1 1 _ t �. SVV 77.T ' Poo o-� LOT 33 . ° li PONM POLE t 74' 8EN47flItAR1C NAIL IN POr4ER Paz AEVAA 1143Nall,60-Iiiiii OUND Ill RM FM No W TELEPHONE RISER^-��..A 6' WOOD PENCE EDGE bf IATXk1I _",hm 11111i LAW ELF ITi�l1�r20i MR CABLE RISES --•u13 13 S8938'44`E 131.69'•IRON - IiON ) ` I + J .-. cruor tf AD FRAME { S89'38'44'E.:206.4T CAL. )' ,r i ,�>Y_ gwsafat! Iw�t ulfE z CONCRETE DRIVE V 8"011121111 s'1"V.at) s� a1�. t W f2D 0 G,wow FQ10E iV V•a� 11 il01RILL .. t �p V �/ d \ \ ` t3 d f1. if 5 _ T, ill �� 4A ' , Ixg 1 1 8 1 f2 • • R! y/89 ► x/7.5 x/7.7 1 �' ` \ 8 1 ' 6 \ 1 �..i c,L Gi WA'tEtt M L7 i �1 1 AidY i f 1 i 1 9- 1 f 3' i •fy\ \ x X X.3 \ 1 3• 1 t �/'4' J 1 . PIPE lYa W. - Me J� 2 8 t �'` t j. j' 1 1 + J ! �. \\ \1 r 1 1 1 ,` 1 /� o Koff"#GMG a 7taP �� r.to ` �. S TWo STORY y , , _ 3 , , 2 'm /-AV=0L I MASONRY de }� °' 4 r , t , I t , I , I y -� {cALCrRA ) b� Z .. :»z�� ¢ }.5 i9•� 4 �` \ `\ i i i t , i I ±► r \. \l ` M is C ; FRAME GARAGE a N LOT 32 o �. \ ; .3 r '1 ``+ L t i i m ! X , cx a r r vurE \ \ r r 1t l• 1. cn o V r 1 a .74 Za Ze' t ; 4, .._ r , -•_ 1 \ \ r l r i 11 1 \ i t t 1 ` _ APARTMENT ' , 'i o s- \ It wA fl l FlNISHED cn'C11 _ ti \ t tt + 1 \ l ► r r t j r l 1 , i ! '� g ❑ t r' \ f. 1 . \ •� tai 1 N r 1 S 1 I r r ! S „ �. i f BOOR=13.Q7 \ I 7A' \ \ e ,. r r> \ l 1 1 1• . \ \ P ! r TWO STORY BRICK ;. \, i i ' f 1 1 f3, ' ta• r,r. r fi•¢• r.,y+ ° ti 7.5 y.a 1 1 t t \ r. t \ .y iti t l i �Jd 9 l I q. t i�/3 6 7,1-1 Sr 5' 2 N \ U y 1 ,1.2 i i i 'T f\ Jim, " f2 7 y°.z RESIDENCE No. 1755 q ( \ , `� ++ ' X X , 1 11 Vii;` , ' X X X , , tC °' r 71.9 1`` \ 1 9, 11 0k �. 16 1 rn X i 1 t CONCR FINISHED FLOOR=' X : j ice. �. ! ► I , I .I � 1 V f sl 1: , \ >* �+ 1�° ; 0.54 i F r I i i i i ! err + t i o ao .r to w ` •1 �- ( r t � t , l L , t t t '� i � 41 t 1 , za f9 g m v. .�► r I 1 t r t t , .t ! \ ,(ZDt `.FRAME !. 1 I 1 l +i��' : .� ; 1 1 I t i i T i l t r t , ► 1 1 1 t t. - t7 1 ! pf { •� � I !fi �: tfi.t {{ - x IM�fTIDMG e r I �• SUN ROOM 7a., ! eti 1'� au,rF 1 , , l, t ' _t rt t + 1 , ' S is 9 - , , o ° 1ssEs ' l { i I `. : t t + ► 4 t ; ><I 1 O�� 1 IRaw � � � ` � 1 -PATiO Za 3 _ 7 r f � + i i i t i ii ' I I I t \ ' t r. ! 1 � 1 1 � •+ e X12 \ 1 \ \ / ��//I+} t 1 �/ I,�Iy\ ► t + 3 l ddr t l , I ` �/ dYIT Qui 11.p I�1 t , /\ 9 X ! \ i �� 4 9 �/�:1 `/ 4 1 1 3 5 f X_ p UAW 1a.0 0•M 1 13• 1�4g 1 1 X + jX7.6 /\ 1 t +j O , 1 t 1 • 1 WOOD POWER.Pa E--�P B' 589-M 12"i 209. 1 F,aE CIF euua SID 1t 1 l t I �� efr 1 t t ( S8932�5"E 207.37 IRON CUT') STORY BRICK AND' WD FRAME RESIDENCE' t 1 No. 1751 �. I PO I i t • zits!• ': HEWWALL 1 -'"•t APPROVED PLAN AS PERMITTED tt�;g•.. I. BY THE DIVISION OF WATER RESOURCE MANAGEMENT iIXM r1.-AM ---�- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PIPE IMP CAP ' � � FAW tF SHAFA1 t i APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACnVMES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT CONSTRIICTiON AN I ` t ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND USTED iN THE PROJECT DESCRIPTION_ THIS PERMIT iS ISSUED VIEWED FOR CODE COMPLIANCE 57.3. i I PURSUANT TO CH.,161,F.S.AND OTHER PERMITS MAY BE REQUIRED. CITY OF ATLANTIC BEACH TWO STORY FRAME CW AND MASONRY TWOS Y. LOT' 30 ,,.� j. t : GARAGE 1� Zsjj;�&E- No.'- t SEE PERMITS FOR ADDITIONAL G ' 1 i"`"" Apn120,2017 REQUIREMENTS AND CONDITIONS nr 1 45 Reviewed by Date REVIEWED®Y: // . OATS: 7 I , wood DECD L WaJc t 56.7 _- nim o» j t OFFICE COPY OPPOSITE MOOD WALK t MONUMENT R lluux TWO STORYt' MASONRY & 90.9' �, t NOTES; EIVED t' FRAME G GE & MASO Y and FRAME" 1 1. THIS•!S A TOPOGRAPHIC.AND-BOUNDARY SURVEY. & RESiD SIDENCE gg t 2. BEARINGS'.BASED.ON'A CALCULATED LINE JAN 26 2017 LOT 29 6 DEPARTMENT'OF NATURAL RESOURCES MONUMENTS . 1:739 1 72^81-A77 AND 72-81-A18.PER 'THE COASTAL I •oaf VO°D WALK j?.' J CONSTRUCTION CONTROL.LINE FOR DUVAL COUNTY, FLDROA. ,,I, I� OF WATER 3. THE CURRENT COASTAL CONSTRUCTION CAN7TtOC EIS RECORDED IN MAP BOOK C. PAGES 72 THROUGH 7 DUVAL RESOURCE MANAGEMENT• a Bill porolm CONCIl lE t COUNTY. RECORDED JULY 21. 199Z. : 4. MEAN-HIM WATER .UNE•(MHW) DETERMINED USING EXTENDED'DATUM FOR TIDE IN'iERP.OLATION POINT 10 78 (ATLANTIC:BEACH. MHW 2.04'.,(NAW 1988). TIDE YGE = o ` 5. SEASONAL HIGH WATER LINE AS DEFINED. BY FL A ` : STATUTES-CHAPTER 161.053 (GXo)2: "Seasonal high vrater. Planning Zloning Department CONt line means the line formed by the Intersection of tlejIsTng e Ori t tidole.and the range cboveellocal mean tion of hT¢f rcentwat�o# the-lata!hriecn This >~provaf verifies comc!iance a:•ith applicable rn ,. land 204 + (1:5 X 5.07 = 9.54'(NAW 1988) za •Ing �ucciivision and other local dsv5i�prnent rau;atians, but does not cans?!tut,= [�1 !fir . t 6. COORDINATES AT PROPERTY CORNERS•'ARE BASED t3r tt�e is uar.c= of f3ermits. Cor,jy ;. ,ca . - t LEGEND STATE"PLANE COORDINATE SYSTEM. EAST:ZONE,' TiED local. Slate and Federal permitt!nr, renuirer<.-COS ITt�i aowavE� USING'GPS RUN"USING SPECRA PRESCISION`EPOCH L1/L2` s:ilr:;tg!:ode and ail other a�Irsic,bts TI must be verified b sionalure of the Ciiy cf-atlantic Z Z0I t C.C.C.L. DENOTES'COASTAL CONSTRUCTION-CONTROL LINE EQUIPMENT AND TRiMBIF VRS SOFTWARE. - Q 10 Z0; 40 Seach E Jilding Official prior to the issGence of t 1 105.x� LOT 2$ t 7. REFERENCE BENCHMARK IS DEPARTMENT OF NATO 60dim, Perm, RESOURCES.MONUMENT 72-81-A1 7. OBTAINED BY :USING..-.{ G.P.L DENOTES`THE GENERAL PERMIT LINE _. -_- I O � � SCALE. •Y ! 20': �.,�^^' . ' SPPECTSOFTWAR" ECISION EPOCH , EQUIPMENT 'AND.TRIM VRS 7�C , t ELEVATION 12,07 (NAW 1988).. _f � 1 8: THE'EROSION CONTROL`LINE AS RECORDED:IN PLA BOOK OPPOSITE T�r1 i 35. PAGES-59. 59A & 598 OF THE CURRENT PUBLIC MONUMENT R^4g� g ` RECORDS OF DUVAL COUNTY. FLORIDA IS THE EAS Y MOST m� S ` PROPERTY'LINE FOR PRIVATE LANDS IN SAiD COUNTY 4� N m - 9. GPS.RUIN:USING:SPECTRA PRECISION EPOCH 25 L1 12ITe i?LAfv EQUIPMENT:AND' TRIMBLE'VRS SOFTWARE: t*1 10. THE.GENERAL.PERMIT UNE SHOWN AS.PER OFFl n x RECONS BOOK'12975. .PAGE 1781:-OF THE CURRENT BLIC "� RECORDS OF'i3UVAL COUNTY. FLORIDA- .0 THIS SURVEY WAS MADE FOR THE BENEFIT OF I 12. SITEBENCHMARK CIS A OMPUTER POWER. P ,ho/ NEAR THE NORTHWEST CORNER OF RESIDENCE No. 17 JEFFERY D S ANSON. • 38.7 ELEVATION=13.43 (MAV.D.) THE PROPERTY SHOWN HEREON: APPEARS .TO: LIE IN � - SCANNED FLOOD, ZONES 'Xa (AREA OUTS! .E THE 0.2% -ANNUAL. :. D.E.P. MONUMENT CHANCE FLOODPLAIN) AND ."AO" (DEPTH 2') AS WELL . 40 72-61-AlS AS CAN BE DETERMINED FROM E FLOOD ' -' P-1.&M. OPPOSITE_ 7 INSURANCE RATE MAP-No. 1203 C0409H. REVISED D.E.P.. TOPOGRAPHIC' SURVEY UPDATE- NOVEMBER 22, 2016 DONN W. BOATWRIGH ti. 'NOT VALID WITHOUT THE SIGNATURE AND THE MONUMENT R 4 JUNE 3. 2013 FOR DUVAL COU TY. FLORIDA;: D.E.P. TOPOGRAPHIC .SURVEY WITH TREE LOCATION- JUNE. 27, 2o1s FLORIDA' UC. SURVEY; aid �MAPPER No. LS 3295 ORIGINAL RAISED 'SEAL OF A FLORIDA uCENs® :UPDATE, ADDED EASEMENT-"MAY 9, 2016 FLORIDA UC. SURVEYING & MARPING .BUSINESS No. LB 3672 SURVEYOR AND MAPPER. A . ZOt�-1383 BY: CL BqATIN'RIGHT LAND SURVE . RS unC: 1500 ROBERTS . DRIVE.,."..", JACK-SON VILLE REACH FLCJRiD �A'tEM , a,: z�,; of , C904)241-8550 CHECKED BY.==j!FILE. DRAWN REF: 2Oi 1-0183; 2016-494;� 2016-705 • �o 3 6 Z m N � J ° N ' L •gat';* s � N o 041 00 � C+ 0 � 0 _... {� 0) 0 I a� m 4-J Aerial View _ t ro � 00U t l � UUJ _ � l ,CCCL ; � N �> o cO C � _._._._._..._._._._._............ ..........._._._._._._._._._i_._._._._._._._._._.__._._._._._._._._._._._._._._:_._..,_._......._._.__._._.__._._._._._._._.__._._.__._._._._.__.__._.__ (n 0 -- ---- ti U I i i i i 7 i f t ._._._._._._._.-._._._._..._._.-._._._--.-._._._--._._._---- -- --- _.---_ _ .._.-._._._._._._--.-------------------------------------------------......... El ---- rn - - � L i I p L ee I •r Garage ApartmentEl ; I — — — — — — ; f ; 0 u. d ' - -------- _. ------ 2 Story Brick Dunes i No. 1755 • C ? Flnstjptl Ftoar 20.54 --------------------- 0 ..__•--- -__ ? I ' t � ; II ❑ _ .........! ............................ -------- ----- -- . I t -._._._._......_.......... 0 t � W Planview ._ i i Scale: 1 10' _ 0" l House 0 m Garage Apart 9 p V _ 20.1 Finished Floor Ht.20.54' Approx.New tirade contour across full lot width 17 20.1 � u/I 18 DunesOFFICE COPY r �a f L 151 .. .. - ----- - • n c p - 14�� 13 „-. - 3 Street 1 112 1.9 ---1.321n--- x25.6' 2.00 In -------2.61 In--------- 14 x12'W SEAWALL RECEIVED I,\tl/ E D ,nt F, Retaining Wall PROPERTY ELEVATION PROFILE 1 APPROVED PLAN AS PERMITTED JAN 26 2417 13YTHE DIVISION OF WATER RESOURCE MANAGEMENT Soil Displacement Calculations- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF WATER APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES Street or Leeward Soil/Sand Excavated West of new Retaining Wa11- MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. RESOURCE MANAGEAAfY1 CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE Car Parking at Street Approx. 32.5 Cu,Yds. BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT Street or Leeward Side Street or Leeward Soil/Sand Moved East of new Retaining Wall- Windward or BeachSide DESCRIPTION. THIS PERMIT IS ISSUED PURSUANTTO CH.161.F.S. Soil/Sand Excavated Soil/Sand Filled AND OTHER PERMI•T&MAY.BE REQUIRED.: Approx. 30 Cu.Yds. ; AAT City of Atlantic Beach 4AI� T t . u LW �1 ;??. ,;,:•; � Planning and Zoning Department C:1P=it# I'� Additional Street or Leeward Soil/Sand Excavatzd HevteWed by Date ' ' ? l "1 ' This approval verifies comptiance with applicable West of newl3etaininaWatbApprox. 2.5 Cu.Yds. !,+ �F; Y'' f ''G" Ir',; ( IrS >i' ,, 1; .:,., ,,i .,•; zoning, subdivision and other local land `V { 1 I >l+. 174 f. t I fits, i llilie t!r ti "1 b 6 14"x 2T Au er �i�,�iS�• '{ development regulations, but'does not constitute g Cu.Yds. h?,;:; :;i ,' ` ;;! ;.,+'�i; Ili.:,ll+ ,� ,;': i liance approval for the issuance of permits otheCampicahle Cast Piling Displacement Approx. 9 , '•. ?:ti t; 8 .y "• ,.,., { 1 t �J �t ti :y �,v. s,:t 9 Z i•�, f,.i•',y4 I? r i ' with Florida Building Code and at applicable Pool Approx. 78 Cu.Yds. I Itl'';j,i . { i t, �b;=1 !i' S j; ;'!!! - local State and Federal permitting requirements Total 89.5 Cu.Yds. "I.It +' 1' �$ t, f l { must be verified by signature of the City of All arific Beach Building Official prier to the issuance of a h BeachSide or Windward SoiVSand Filled- Building permit. BeachSide Total 89.5 Cu.Yds. Approved 13y:r. �,� •�-�0 y N C mmunity Development Director Date: 40