Loading...
333 2nd St ACC20-0064 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: GESNER DOUGLAS E 333 2ND ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: MEYER CUSTOM HOMES INC 3908 CEDAR ISLAND RD E JACKSONVILLE BEACH FL 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169783 0010 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 333 2ND ST ACCESSORY SINGLE OR TWO FAMILY ACCESSORY OUTDOOR FIREPLACE, PERGOLA, SUMMER KITCHEN, GATE AND MISC. $48575.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 11/4/2020 PERMIT NUMBER ACC20-0064 ISSUED: 11/4/2020 EXPIRES: 5/3/2021 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $295.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $147.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.64 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.43 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $578.57 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS FENCING REMOVED INFORMATIONAL Notes: All old fencing and debris must be removed from job site by Contractor. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 11/4/2020 PERMIT NUMBER ACC20-0064 ISSUED: 11/4/2020 EXPIRES: 5/3/2021 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $578.57 ACC20-0064 Address: 333 2ND ST APN: 169783 0010 $578.57 BUILDING $295.00 BUILDING PERMIT 455-0000-322-1000 0 $295.00 BUILDING PLAN REVIEW $147.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $147.50 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $11.07 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.64 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.43 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14027 $578.57 Printed: Wednesday, November 4, 2020 10:35 AM Date Paid: Wednesday, November 04, 2020 Paid By: MEYER CUSTOM HOMES INC Pay Method: CREDIT CARD 392145690 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14027 ~+; CENTRALSQUARE $48,575.00 ACC20-0064Job Address: 333 2nd Street Building Permit Application City of Atlantic Beach 800 Semino le Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Permit Number: ___________ _ legal Description 5-69 16-2S-29E .16 ATLANTIC BEACH LOT 10( F.X S 1 OFT L YINGIN SECOND ST) BLK ~E# _1_69_7_8_3-_0_01_0 ______ _ Valuation of Work (Replacement Cost)$ _______ Heated/Cooled SF _____ Non-Heated/Cooled _____ _ • Class of Work (C i rcle one ): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Ci rcle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed? (Circle o ne): Yes / A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Build new out door fireplace , pergola by fireplace, summer kitchen on existing patio, new gate and brick columns at east side of house, bracket assembly above garage door, decortaive shutters at rear lanai. Florida Product Approval # ___________________ for multiple products use product approval form Property Owner Information Name: Douglas E Gesner and Kimberly M Gesner City Atlantic Beach Address: 3332nd Street State _F_L __ Zip 32233 Phone _9_04_-_63_5_-4_4_2_4 ________ _ E-Mail doug.gesner@gmail.com Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) _____________ __; ______ _ Contractor Information Name of Company: Meyer Custom Homes Inc. Qualifying Agent: _s_e_th_G_._M_e..:..ye_r ___________ _ Address 14847 Bonefish Drive City Jacksonville State _F_L __ Zip 32250 Office Phone _9_04_-_20_7_-3_3_1_7 ___________ Job Site/Contact Number _9_04_-_20.:..7_-3_3_1_7 ___________ _ State Certification/Registration# CBC1263998 ~-Mail seth@meyercustomhomes.net Architect Name & Phone# _K_ev_in_Ja_cs_k_o_n_9_04_-_23_8_-8_5_73 __________________________ _ Engineer's Name & Phone# Sabo Engineering 904-625-2823 Work ers Compensation _e_xe_m"""p_t _________________________________ _ Exempt/ Insurer/ Lease Employees/ Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg . construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FUR NACES, BOILERS, HEATE RS, TANKS, and AIR CONDITIONE RS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY -!Si1mature of NntM,I ····••~"•,,., MARISSA LORDA ,,,~~•tJ -.i,., ~-~ ~v-.. ··~~:_;-.. ER IN MARIE STEHL (/Ji."\:,., MY cot.1M1SS10N, GG 22s14s h' ib ·..::l MY c oM M1ss 10N II GG m 182 i..t~·~".f EXPIRES: June 12, 2022 \ •. ~ ... / LXPIRE [ ) Personally Known OR ··,t,r,~iJ~t,·· BondedThruNolalyPubllcUnderW!ller1 [ ) P_;i;sonally Known OR ~,~ .. ill;.:a,,~•.a:;£.lliri.•."~;;r;;:.:;;aSi;;: O=ic■to■b•1111r111111814.1112•021112.J li/'Prod u ced Ide ntificat i o nl, iiiiiiiiiiiioii;;.;iiiiiiiiijiiii;iiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiilill [(J,P' rod uced Identification J:-l,, I::>~ Type of Identification: b11vers \1( t!06 ~ Type of Identification:-------------- Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 □ □ □ □ □ □ □ □ □ DESIGN CODE: _ DESIGN LOADS: _ ROOF LOADING: _ _ 2017 FLORIDA BUILDING CODE _ _ ACTUAL AND UNIFORM (cd=1.25) TOP CHORD LIVE LOAD - - - - - - - -20 psf TOP CHORD DEAD LOAD - - - - - - - -15 psf (METAL) BOTTOM CHORD LIVE LOAD - - - - - - - -10 psf BOTTOM CHORD DEAD LOAD - - - - - - - 5 psf FLOOR LOADING: (cd=1.00) LIVE LOAD (INTERIOR) --- ------ -- -- ---100 psf LIVE LOAD (BALCONIES) - - - - - - - - -100 psf DEAD LOAD - - - - - - - - - - -25 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX WIND LOADING: (ASCE 7 /10) BASIC WIND SPEED --- -- -------------130 MPH IMPORTANCE FACTOR _________ 1.00 MEAN ROOF HEIGHT _________ 28.0 FT ROOF PITCH ____ -------VARIES BUILDING CATEGORY _________ 11 EXPOSURE CATEGORY __ - - - - - - -C ENCLOSURE CLASSIFICATION_ ---- ------ ---ENCLOSED INTERNAL PRESSURE COEFFICIENT ______ ± .18 COMPONENTS & CLADDING ALLOWABLE PRESSURES TRIBUTARY INTERIOR EDGE STRIP (PSF): AREA (sf) ZONE (PSF) ' ' = 4' -o" a 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 1DO +21.8 -23.9 +21.8 -26.6 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, DO NOT EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. WOOD FRAMING SPECIFICATIONS: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. WOOD FRAMING SPECIFICATIONS: EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSONS" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICAL AND ARCHITECT). BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULLED TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK THREADS TO PREVENT LOOSENING. COMMON NAILS SHOULD BE USED WHEN NAILING IS SPECIFIED ON THESE PLANS (U.O.N.), SUCH AS AT SHEARWALLS AND DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE "BOX OR SINKER" TYPE. ALL ROUGH CARPENTRY WILL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND ALL PERTINENT BUILDING CODES. THE SHIMMING OF SILLS, JOISTS SHORT STUDS, TRIMMERS, HEADERS OR OTHER FRAMING MEMBERS SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING OR THE MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER FOR EXCESSIVE WARP, TWIST, BOW OR CROOK, MILDEW, FUNGUS OR MOLD AS WELL AS FOR IMPROPER GRADE MARKINGS, DEFECTS WHICH WILL RENDER A PIECE UNABLE TO SERVE ITS INTENDED FUNCTION SHALL BE DISCARDED. WHERE "LVL" MEMBERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE MANUFACTURED BY TRUSS-JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. MEMBERS SHOWN ON THE PLANS AND SCHEDULES ARE DETERMINED FROM MANUFACTURER SUPPLIED INFORMATION AND SHOULD BE REVIEWED FOR COMPLIANCE BY THE MANUFACTURER'S CIVIL OR STRUCTURAL ENGINEER. LOADING INFORMATION MAY BE PROVIDED UPON REQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. METAL CONNECTORS AND FASTENERS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT~2) OR BETTER. HANGER AND STRAPS INTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. ALL EXPOSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FASTENERS INTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. CONCRETE REINFORCING REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH -----------------3" 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER ----2" 3. WALLS ----------------------------------3/4" 4. COLUMNS/BEAMS ---------------------------1 1/2" SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-05. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED @ SIDE OF OPENING (HALF TO EACH SIDE -TYPICAL). PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS AND OTHER MEMBERS). PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. CONCRETE MASONRY: ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE 5-05/TMS 402-05 AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-D" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. JOINT REINFORCING -TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 15" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A-82. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, WHERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AND/DR WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE SHALL BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH WYTHES) OR POST-INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE GENERAL NOTES. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING. FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 10" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF ¼ TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR SLAB CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 15' -0" (MAX.) IN EACH DIRECTION. CONSTRUCTION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 600 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SI DE OF 2 TO 1 .. SLAB CONSTRUCTION JOINTS SHALL BE USED IN PLACE OF CONTROL JOINTS WHERE NEEDED TO INTERRUPT A CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. PLACEMENT OF WELDED WIRE REINFORCEMENT IN SLAB, WHERE SPECIFIED, SHALL BE AT CONSISTENT DEPTH OF 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT SHALL BE PROPERLY CHAIRED ABOVE GRADE. OVERLAP EACH REINFORCING SHEET TWO FULL PANELS AND TIE CROSS WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL BE SUPPLIED IN FLAT SHEETS. REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED. COLUMN BOX-OUTS SHALL BE USED TO ISOLATE AN ADEQUATE AREA AROUND COLUMN BASE PLATES TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. BOX-OUTS ARE TO BE CLEAN AND FREE OF DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH CONCRETE. COLUMN BOX-OUTS ARE NOT REQUIRED IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: 09.11.20 Christopher J Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL32250 904-712-5750 CHRIS@SABOENG.COM PLAN NAME GESNER RESIDENCE SSE No. 20•ff3ll ISSUE PERMIT REVISIONS DATE 09.11.20 DATE ("(") ("(") N N ("(") FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL Fl.l::l.D MODIFICATIONS WHICH MAYVARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERATIONS MADE PRIOR TO Bl:ING APPROVW BY CHR!SlOPHl::k SABOURIN MAY RESULT IN ADDlTIONAL ENGINEERING OR INSPECTION FEES. SCALING DO Nm SCALE DIMF.NSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCI llTECTURAL DRAWINGS OR CONTACT THE E.O.R DESIGN CRITERIA AND GENERAL NOTES SHEET so.a SHEET 1 OF 4 :: ::: N COP'-+-+ I I io r--- WIRE TIES @ 16" o.c 1'-011 □ []_ ::i s' -o" F3.5 1 '-0" 0 I X 15 s El ' 0 I ' 0 I 5 BRICK COLUMN 1 'S1 .0 F3.5 F3.5 .. 3'-6" FOUNDATION PLAN-PERGOLA SCALE: 1/4" = 1'-0" FILL CORE W/ 3000PSI CONCRETE 15"X15" BRICK COLUMN W/ 2-#5 VERTICAL 'b I 42"X42"x1 2" CONCRETE FOOTING w/4-#5 EACH WAY 2 S1.0 15x15 BRICK COLUMN SEE 1 /S1.0 ' .,., I _J _J'._j _J _J _J _J _J F3.5 _J_J_J_J_J_J_J_ FOUNDATION PLAN-GATE & GARAGE #5 HOOKED DOWEL BAR i!: (.'.) z ~ []_ <( _J SCALE: 1/4" = 1'-0" CHIMNEY SECTION SCALE: 3/4" = 1'-0" 8" CMU WALL W/1-#5 VERTICAL @ EA CORNER & 48" O.C IN GROUT FILLED CELLS . 0 I CONCRETE FOOTING W/ #4 @12" O.C EA WAY TOP AND BOTTOM FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F3.5 3'-6" 3 1 -611 1'-0" 4-#5 EA. WAY TOP & BOT. 1. THIS FOUND A TlON PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT .• SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE 'MTH ASTM D 1557. 09.11.20 Christopher I Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH. FL32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME GESNER RESIDENCE SSE No. 20-0331 ISSUE PERMIT REVISIONS DATE 09.11.20 OAlE en en N N en FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER. SABOURIN MAY RESULT IN ADDITlONAL [NGJNHRJNG OR INSl-'ECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. If A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION PLAN a DETAILS SHEET 51.0 SHEET 2 OF 4 6x10 CEDAR BEAM 8X8 LINTEL W/ 1-#5. T.O.W 5'-2" 8" CMU WALL W/1-#5 VERTICAL IN GROUT FILLED CELLS @ EA CORNER & 48" O.C 4 ::; 5 3RICK COLUMN SE c.-1.,, S1.1 (TYP) 2x3 CEDAR RAFTER @ 16" o.c. FASTEN BEAM TO CC LUMN PER 1/,1.1 (TYP) FRAMING PLAN-PERGOLA SCALE: 1/4" = 1'-0" RAFTER TO BEAM W / ¾'°X4" SS SCREW BEAM SEE PLAN FILL CORE W/ 3OOOPSI CONCRETE -: .. .,,. ,: .. •·.: : ·-... . %" SS THREADED ROD EPOXIED INTO CONCRETE 8" MIN. W/2X2 WASHER 15"X15" BRICK COLUMN W/ 2-#5 VERTICAL WIRE TIES @ 16" O.C 6X12 CEDER BEAM _J _J _J _J _J _J _J _J _J _J _J _J _J 2X6 LEDGER 15x15 BRICK COLUMN KNIFE +Ea--!1/rJ1J.\llc-b EE 2/S2.O ~::J _J _J_J _J_J ~ _J _J ---'==r-----,------,---,--- 2X6 RAFTER @ 16" o.c ~_J _J _J _J _J _J _ 3X6 CEDAR BEAM BRACKET SEE 3/S2.O FRAMING PLAN-GATE & GARAGE SCALE: 1/4" = 1'-0" SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE 09.11.20 Christopher I Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N JAX BEACH, FL32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME GESNER RESJDENCE SSE No. 20-0331 ISSUE DATE PERMIT 09.11.20 REVISIONS OAlE ~ 0 en LL en UJ l!) u N N z z en c2 UJ UJ 0 ....J UJ -I-LL z L/"l L/"l -UJ I -~ 0 l!) u z z ~ <( UJ UJ N UJ ....J z en co ~ L/"l en u UJ en -l!) I-~ z I-UJ <( u I ....J ~ I-~ ~ I- L/"l FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITlONAL [NGJNHRJNG OR INSl-'ECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. Jf A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE £.0.R. FRAMING PLAN SHEET 51.1 SHEET 3 OF 4 [\_ - - ~ ~ - >--f---v f--- f---V - BRACKET SEE/ -- DETAIL 3/S2.0 @ ~~E~~: ,~;EVATION ~ ~ 6x6 P. T CEDAR POST (TYP) (3)%" COUNTERSUNK • HOT DIPPED GALVANIZED THRU BOLTS~ ' I ½"x5"x12" KNIFE PLATE -1/2"x10" S.S LAG BOLT---.. K PLATE, SEE DETAIL TO RIGHT "'---%" THREADED ROD 15"X15" BRICK %" THREADED ROD BRICK COLUMN BELOW ~ EPOXIED 8" MIN. COLUMN, SEE 1 /S1.0 EPOXIED 8" MIN. V ,, / I , • LAG SCREW_/ ~ -" -¾"x10 11 V I I , / "-~ RECESSED 0 I (HDG)/ - EXISTING WALL J HOT DIPPED GALVANIZED I I r'X6"X8" STEEL PLATE ½"x5"x8" KNIFE PLATE I TOP VIEW AT EDGE I I ti..L..S. I I I I ~ ' -KNIFE PLATE TO POST CONNECTION DETAIL Gf~ ~~:/~:~-~-ETAIL r 2..., '-S2.0., SCALE: 3/4" = 1"-0'' - 3X6X16 CEDAR RAFTER FASTEN TO BEAM W/ cf' X4" SS SCREWS @ 16' O.C e== = = e== -- --\__ 6x12 CEDAR BEAM- _) - II -- -II -• II - --II / - / II -/ -· II • / / . II - -/ II -/ II - -II / • II -/ --II II -/ -II • f---, • II --"---II - II -'-....._ -II '-....._ • II -'-....._ --II "'-II - -· 11 • '-....._ . II - -"'-II - II - -II " II - 2x6 SYP#2 LEDGER w/2-1/4"x6" SDS SCREWS @ 16"o.c RAFTER @ 16" O.C. FASTEN TO / BEAM W/ J;" X4" SS SCREWS ,J BEAM TO BRACKET W/ ;f' X6" LAG SCREWS L ' -1'. 7 ' // 6X6 CEDAR BRACKET ~ ¾"x8" LAG SCREW RECESSED ALL EXPOSED METAL ¾"x1 O" LAG SCREW CONNECTORS AND FASTENERS SHALL RECESSED BE STAINLESS STEEL ½ SS THREADED ROD EPOXIED 12" /INTO POST w/ SIMPSON SET-3G EPOXY. INSTALL IN ½" PILOT HOLE = = - - v~ X6 CEDAR POST KNIFE PLATE SEE i - - - {2/S2.0 I I I I ' / II - I -I I X /' / • II - I l --I _J I If - ( -· 1 . -II -- I I - II - [ -I • II - ( -- I II - ( -· 1 . @] -II --15x15 BRICK I I -COLUMN SEE 1 /S1.0 c:::::a II - I -I " II - l --I II - I --1, . -II -- '-....._ I I - II - "----... I -I " II - 09.11.20 Christopher I Sabourin FL PE#71461 SABO STRUCTURAL ENGINEERING CA#32529 235 9TH AVE N IAX BEACH. FL32250 904-712-5750 CH RIS@SABOENG.COM PLAN NAME GESNER RESIDENCE SSE No. 20-0331 ISSUE PERMIT REVISIONS DATE 09.11.20 OATE en en N N en FIELD ALTERATION CONTRACTOR SHALL CONTACT SABO STRUCTURAL ENGINEERING PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER. SABOURIN MAY RESULT IN ADDITlONAL [NGJNHRJNG OR INSl-'ECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. If A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. DETAILS SHEET S2.0 SHEET 4 OF 4 0 I ,,-/~-------2x(a LEDGER BOARD M[L ___ ---,-7~1---2x(a CEDAR RAFTER @ I(>" O.C. ni------3x(a CEDAR BEAM ·i------~~-,~ l,.-1 , r n '---~~?r---GxG CEDAR BRACKET ~ , 121-011 I< '=>1-011 ,. , 1 1 : ~ "' I I n ff. n . .. I I ' 2x<", CEDAR RAFTER @ 1c;11 0.C. , ,--GRADE ~ f i-: i :·i.::i-: i :·i.:ffi:i.:ii: i ~ ----=--r ~ --~ =-,=-L 7'-G" L " " 121-011 CEDAR RAFTER @ I(>" 0 C. .-0:-.19:~; ELEVATION ..,. I 2 x i . C E D A R R A F T E R @ 1 6 1 1 o . c . - - E X I S T I N G □ □ □ □ □ □ □ □ □ □ □ □ ] / ~ - - 3 x i . x l ( a C E D A R R A F T E R S @ 1 " 1 1 o . c . _ . . . . . . . l n _ . . _ n _ . . _ n _ . . . _ n _ . . . _ n . . . . . . _ ~ ' - " i r ~ - - - - - - ~ _ ; _ , : : , ' : : : : r = • ; ; : - G x l 2 C E D A R B E A M 0 I r n i - - - - - 1 - G x G C E D A R P O S T G E N E R A L N O T E S I . S T A N D A R D L U M B E R T O B E S Y P # 2 M A X I M U M M . C . O F 1 9 % E X T E R I O R L U M B E R A N D L U M B E R I N C O N T A C T 1 - - - J / C O N C R E T E O R M A S O N R Y S H A L L B E P R E S S U R E T R E A T E D 2 . A L L 1 - - - J A L L T H I C K N E S S E S A R E A C T U A L ; 2 x 4 ~ 3 1 / 2 " , 2 x 6 ~ 5 1 / 2 " , 2 x 6 ~ 7 1 / 4 " , E T C . . . 3 . T H E S I Z E A N D Q U A N T I T Y O F A L L E X T E R I O R S T E P S A R E T O B E F I E L D D E T E R M I N E D B Y O T H E R S . 4 . A L L P L A T E A N D C E I L I N G H E I G H T S A R E T A K E N F R O M ( T O P O F ) F I N I S H E D F L O O R S L A B / B L O C K . 5 . A L L I N T E R I O R A N D E X T E R I O R F L O O R ¢ S T E P F I N I S H E S S H A L L H A V E A N O N - S L I P F I N I S H T O M E E T A S T M C I 0 2 6 S T A T I C C O E F F I C I E N T O F F R I C T I O N M I N . O F 0 . 6 . 3 x ( a C E D A R B E A M _ / Gx( a C E D A R B R A C K E T _ / 5 1 B l i ! . l 2 1 3 1 1 • & 1 P A L M ~ 1 0 ' - 0 1 1 P E R G O L A , . _ - - H - = F - - - - - - - I a c a , b = = = = = = a I F • = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = , . , l ' ) , . ~ - 1 1 - f , 1 1 , - - - ~ , _ _ ' ? - 1 1 € . 1 - 0 1 1 - X P R O P O S E D P O O L C O P I N G E L ( 1 0 . 0 ) 0 I N ' ' \ ' ' \ ' ' \ ' ' \ I I I I I I I I I I 1 4 0 . 0 0 ' 3 1 . 0 1 F . F . E . ( 1 0 . , 2 ) ~ ~ 1 2 x l 2 B R I C K C O L U M N 0 I r - - C O V E R E D P O R C l - 1 G A R A G E F . F . E . ( 1 0 . 0 2 ) G R A S S = = = = = = = = = = = = = = = = = = = = = = = = " ' _ J _ J _ J _ J _ J - l ' U R F - e e e ! G i J _ J _ J _ J _ - 1 - - 1 - - - 1 - - 1 - c a ' F = = = = = = a I F • " ' < - - + - c t _ _ _ _ _ _ _ I a . . . J f f i i n 0 I " , - / \ I ' I ' I ' I \ I , , ~ I \ L 1 2 1 - 0 1 1 L , ' c : , - O · X \ , . , . I ' . ' . ' I P A L M I \ 1 ! S U M M E R \ 2 S T O R Y W O O D F R A M E R E S I D E N C E # 3 3 3 ~ ' ' ' ' . . . c o I 1 , 1 1 P A L M i , p l I 1 ~ _ _ 6 _ ' _ 6 _ R _ L _ _ _ _ _ _ ~ • - , o X > . . . . . : : . ~ _ - - - - - - - 1 : a ' - ~ K - I - T C ~ H _ E _ N _ _ \ b : _ . . , . _ _ _ _ _ _ _ _ . . , . . . _ _ _ _ • 2 _ . 2 _ ' _ . . , . , _ _ _ _ _ _ _ _ _ _ _ _ _ _ , J _ _ _ _ _ _ _ _ _ _ _ - - f " 4 ' ~ D H A T E R M E T E R ~ l ~ ~ - t ' t l F = = = = = = = = = : : 1 3 : : ' : : P : : A : : C ~ : : M \ : : : : " ' : : ~ • = = = = = = = = = = = = = = ; ; , , ; c X ~ ~ c c - = = : c c ~ ; ; ; : ~ : ; c S ; ; ; c 1 ; : ; ' i i ~ l = : = I = = : ! - - - = - - . l ! ' ' " ' ~ " ~ ~ t . . . x _ _ . : , " " ~ ~ ~ , . . . : 1 = ~ 1 ~ : - ~ _ ~ s _ ; _ 1 c _ o _ _ _ = = . . . . , 1 . , - ' _ o ' _ ' ~ : , ~ L - M . . . : t ; , : " ' " ' ~ · ~ . . . . ! • ~ - - _ . . . : • : ~ - - l ; P ' r ~ , • ' - . ! ; " o - . . - ' \ 1 • , - - - - . · · • X ~ I , - - - - . 1 0 1 1 P A l M ° ' i J r ~ ! " I ~ . 2 1 1 O O U B l E O A K q • P A l M e l . : " · 1 4 0 . 0 0 I 1 0 " P A L M • 4 2 1 1 L I V I : O A K 1 1 1 1 P A L M P A V E R E D D R I V E / H A L K ~ ± 2 G O S Q . F T . P O O L C O P I N G A N D 5 0 % O F I N T E R I O R = 2 4 9 S Q F T . , t - i l l i l l ! l ' + - , o L O T C O V E R A G E B Y B U I L D I N G N / C O L U M N S ¢ F / P 2 , 6 1 7 / 6 , 9 ( ; 2 ~ I M P E R V I O U S S U R F A C E R A T I O = ± 3 , 1 2 6 / 6 , 9 6 2 ~ 4 4 . 9 % ( E S T . ) L O T S Q U A R E F O O T A G E , G , 9 6 2 S Q . F T . ( ± O . I G A C R E S ) 3 7 . G % ( E S T . ) L O T 1 0 , A S R E C O R D E D I N P L A T B O O K 5 1 P A G E e , 9 O F T l - - f f P U B L I C R E C O R D S O F A T L A N T I C B E A C H , F L O R I D A . F L O O D Z O N E " X " P E R M A P 1 2 0 3 I C 0 4 0 9 J ( 1 1 / 2 / 2 0 1 1 : 1 ) ~ R E V I S I O N S I \ C O P Y R I G H T © 2 0 2 0 A L L R I G H T S R E S E R V E D , T H E S E P L A N S A R E P R O T E C T E D B Y C O P Y R I G H T L A I - - - J S . L N A U T H O R I Z E D U S E M A Y R E S U L T I N L E G A L A C T I O N . i l l u z i l l 0 U ) i l l ~ ~ i l l z U ) i l l ~ t - r < ) r < ) N N r < ) _ J l L ' 1 ( j < t i l l c o u ) ( j O t - z z N < f r f \ _ J r f \ t - r f \ < t D E S I G N : K A J D A T E 8 / 1 4 / 2 0 J O B N O , 2 0 - 0 7 S D H G N O , A , 1 O F 1 U . . I ~ f - l f l 0 I 0-0 I 0--/ 2x0 LEDGER BOARD M I 2xo, CEDAR RAFTER @ ,,---H 3xo, CEDAR BEAM bXb CEDAR BRACKET "' ~ I N ____ v 21-011 • • l 121-011 -'i--~:::::::::::::::::::i~::::::::::~ 1 ,'=. ff n ;;;:':::I::;I IJc:::::::::r::ll:i:::::,::JC::I i:::c:::::::::irn::ic:::= n n r GRADE L L --121-011 • . CEDAR RAFTER @ lie," O.C. 1011 O.C. 2xo, CEDAR RAFTER @ 1611 O.C. E X I S T I N G 0 G E N E R A L N O T E S I . S T A N D A R D L U M B E R T O B E S Y P 1 1 2 M A X I M U M M . C . O F 1 9 % E X T E R I O R L U M B E R A N D L U M B E R I N C O N T A C T v - 1 / C O N C R E T E O R M A S O N R Y S f - l A L L B E P R E S S U R E T R E A T E D 2 . A L L N A L L T f - l l C K N E S S E S A R E A C T U A L ; 2 x 4 = 3 1 / 2 1 1 , 2 x o , = 5 1 / 2 1 1 , 2 x B = 7 1 / 4 1 1 , E T C . . . 3 . T H E S I Z E A N D Q U A N T I T Y O F A L L E X T E R I O R S T E P S A R E T O B E F I E L D D E T E R M I N E D B Y O T f - l E R S . 4 . A L L P L A T E A N D C E I L I N G f - l E I G f - l T S A R E T A K E N F R O M ( T O P O F ) F I N I S f - l E D F L O O R S L A B / B L O C K . 2x o , C E D A R R A F T E R @ 1 6 1 1 o . c . : □ : □ : □ : □ : □ ] : □ : □ : □ : □ : □ : □ : □ : □ I < f l 5 . A L L I N T E R I O R A N D E X T E R I O R F L O O R ¢ S T E P F I N I S H E S S f - l A L L H A V E A N O N - S L I P F I N I S f - 1 T O M E E T A S T M C I 0 2 B S T A T I C C O E F F I C I E N T O F F R I C T I O N M I N . O F O . G . 1 1 = - 3 x i c , C E D A R B E A M _ / : : : : C E D A R B R A C K E T _ / - - - 1 ) = - 1 1 - - I J D D D I I J D D D I I J D D D I I J D D D I - t = - - - - - - - - - - - - - - - - - - - - - - - _ D O D D _ D D D Q D D D D _ D O D D _ = = = - 1 1 1 , ~ , - , - - ' 5 ' 1 1 f - - - - ~ - - - - - - - - , - e r ' - = - - ' - > - - - - - - - 1 - i c , x o , C E D A R P O S T ~ ~ 1 2 x l 2 B R I C K C O L U M N 0 ' I ' : I I F - - , . I D O D D D O D D D O D D D O D D = _ i 1 1 ~ § G c ! : R ~ A i D ~ E ~ - - - ~ = l l ~ ~ ~ : l _ ! : : : ! _ ~ ~ : l _ ! : : ~ : : : ! _ ~ : l _ ! : : ~ : : : l _ _ l : : : : ! _ ~ ~ : : : l _ _ l : : : : ! . ! : : : : ! . i l = ~ - b ~ E I ~ ~ ~ ~ ~ ~ ~ ' ~ I = = = ( " _ J - o J 5 1 - 0 1 1 J - o J 1 4 0 . 0 0 ' P R O P O S E D 7 ' G A T E O N _ 1 2 ' 1 B R I C K C O L U M N S - • A l ? ' - ~ 1 / \ / " - . r 9 A I l : : ( " · l ' b ✓ ~ / \ / " - " : : : . , _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J / _ J ' 9 I , - - - - - - - 5 ~ - B R L - - - - - - , , _ - _ - , , - - - - - - - - - - - - - - - - - , , , _ - ~ ~ - X - - - i - - ~ l f i j b - - - ~ - g o - - u - - , ~ - - - · - - · - - - - - - - - - - t · j - ~ - j - ; ' - ~ - - . , ; ✓ = z - ~ F ~ ~ ~ ~ = { ~ 7 ~ i i = 1 j J j j ~ r i ~ ' j ~ r - - s ~ - - - - - - - - A ~ - - 1 1 1 • P A L M o , . . ' ! ' X 0 , . : . 1 - X ~ 1 2 ' - 3 1 1 ~ _ , . , . C : - 1 l f . ' - 0 1 1 , . f . 1 - 9 1 1 , . ' - _ J _ J I 9 , n J _ J _ J ' • - ' " a " " ' v - l ~ - x • 1 ~ - - X ~ ~ - - - - - , . , - - ' l , c • 1 h ' • , , . ' - J _ J _ J - f ? I 1 • ' - . . , , , _ , . , , . 2 4 . 0 1 € / \ / 3 I . O ' O . . . . . . . . . . . . . . . . . . - - - - C ! ~ J _ J _ J ~ , : , ; : S e 1 , • = = = = = ~ = h - - T T T T T T T T T l 1 M 8 1 1 P A L M 2 ' - 0 1 1 I I 0 ' - 0 1 1 P E R G O L A - ' l r - - - - 1 1 - c a ; a = - - - - - - · ~ , F ~ c t - - - - - - · I ~ I I o ~ I Q _ , , _ 1 I I . . . . . , _ ' ~ f - . : I L I I " ' - - - - = I C - - - - - - - - - - - - - - ~ ~ ~ - - - - - = - + - - + 1 . . , L _ _ _ _ _ _ _ ~ i , . ~ I P R O P O S E D P O O L C O P I N G E L ( 1 0 . 0 ) I ~ - + - - - - - " ' 0 ' N 0 ' " \ / ~ _ , . / / _ , . , . . . . . . . . . . . . . . , t - . I ) ~ - J ~ I I I T l + ) R F f B ; L O , C K I I I I f - f - = \ / 1 0 . 8 ' ~ G R A S S r - r - e - ' / G A R A G E 1 - . - - . - - ~ ~ ~ ~ - , - - - - . - - , _ J - , _ J - - , - - _ J - , - - j r k f w \ I _ J _ J _ J _ J _ J _ J _ J _ J _ J _ J - ~ - 5 f - \ / ; F . F . E . ( 1 0 . 6 2 ) c o v E R E D F . F . E . ( l 0 . 0 2 ) _ J _ J _ J _ J _ J _ : c [ J _ g f _ S L c b d _ J _ J _ J _ f - ~ - c t r - ' / P O R C l - l I I I I I I I I I I I I I e - O J O ' ' " ) X ~ · P L A S T I C □ A I C P A D ' \ I l " ' " 2 S T O R Y N O O D F R A M E R E S I D E N C E # 3 3 3 6 2 . 2 ' - - " ' " t x □ P L A S T I C . , , 0 1 A / C P A D l ° ' . , a - · • " A • G R A 5 5 l - . - - . - - ~ ~ ~ ~ - , - - - - . - - ~ ~ - - , 7 r r ~ ~ ~ _ J _ J _ J - - c 0 R f - ~ c < Q G ~ _ J _ J _ J - ' " □ W A T E R M E T E R r r r r r r r r r r r r r r 1 4 0 . 0 0 ' 2 1 1 1 D O U B L E O A K G l 1 1 P A L M • 4 2 1 1 L I V E O A K 1 1 1 1 P A L M P A V E R E D D R I V E / H A L K = ± 2 G O S Q . F T . P O O L C O P I N G A N D 5 0 % O F I N T E R I O R = 2 4 9 S Q . F T . r r r r r r r r ' f - w w ! J I f - < J ) C l z N L O T C O V E R A G E B Y B U I L D I N G H / C O L U M N S $ F / P , 2 , G l 7 / G , 9 G 2 = 3 7 . 0 % ( E S T . ) I M P E R V I O U S S U R F A C E R A T I O = ± 3 , 1 2 G / G , 9 G 2 = 4 4 . 9 % ( E S T . ) L O T S Q U A R E F O O T A G E , G , 9 G 2 S Q . F T . ( ± O . I G A C R E S ) L O T 1 0 , A S R E C O R D E D I N P L A T B O O K 5 , P A G E G 9 O F T f - l E P U B L I C R E C O R D S O F A T L A N T I C B E A C f - 1 , F L O R I D A . F L O O D Z O N E " X " P E R M A P 1 2 0 3 1 C 0 4 0 9 J ( 1 1 / 2 / 2 0 1 5 ) R E V I S I O N S 1 / \ C O P Y R I G f - l T © 2 0 2 0 A L L R I G f - l T S R E S E R V E D , T f - l E S E P L A N S A R E P R O T E C T E D B Y C O P Y R I G f - l T L A N S . U N A U T f - l O R I Z E D U S E M A Y R E S U L T I N L E G A L A C T I O N . z ( / ) l 9 ~ 1 - 1 u V l < l : w r i O - w l ) z w ' u z 1 - 1 • > - z ~ ~ 0 u [ ( ) [ ( ) N N [ ( ) _ J J l L f - N w r n z f - c O 0 w - ) - W 0 z z " ' < ( . N i 5 : l \ D . - ~ I ! ) N L < ( 1 1 f - N O o . _ l f l r n u i : : f ' : w W _ J Z Q l ! l l f ) o , ' l L \ ' ) U c O Z o c n z a : i w l L W - w 0 0 1 ' , ! z _ J D i s ) 0 - ! _ J Q _ J Z w s t < ( f - > ~ D a ' o 0 z z - z o t i O _ j D ! : : : i l f l < ( c f l w 0 : : : > 1 L 7 1 L f - u ' 7 U l < ! , U r - - < ( Z " ' \ l L r n 7 0 . O c O c f ) 3 : w N I L 3 : - U z f - < ( < ( 7 f - I L c f ) Q U ) w O l ' O l w z U ) w ~ t - u ) ' I l ) < [ i l l Q ) l ) 0 t - - z z N < ( ( 1 \ _ J ( 1 \ t - r ( \ < [ D E S I G N : K A J D A T E , B / 1 4 / 2 0 J O B N O : 2 0 - 0 7 5 D v - J G N O , O F 1 / 2x(a LEDGER BOARD M I 2x(a CEDAR RAFTER@ n 3x(, CEDAR BEAM 'i---GxG CEDAR BRACKET ~ "' I N ' ~ l,.-1 21-611 , , r 121-011 I< '=>1-011 ,. ' 1 1 : ~ "' I I n n ff. n --I '-I . 0 I <r , ,---GRADE ~ 1 i -: : ;-:_ ::1 -: : ;-:_ :un:_ :i: : : ~ ----=--r ~ --~ =-,=-L 7'-G" L " " 121-011 CEDAR RAFTER @ 1(,1 0 C. --0:-.19:~; ELEVATION lf.11 O.C. 2x(a CEDAR RAFTER @ 1c;11 0.C. "'t i E X I S T I N G 2 x ' - C E D A R R A F T E R □ □ □ □ □ □ □ □ □ □ □ □ ] @ 1 6 1 1 o . c . - - r - - - 3 x ( a C E D A R B E A M _ / - - - - - - = I J J D I I J O D I I J O D I I J O D I - - - - r t = - - r - - - - - - - - - - - - - - - - - - - - - - - - Gx( a C E D A R B R A C K E T _ / - - - - - - - - - - - - D D D D D O D D D O D D D O D D - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - " · - 1 - ~ ~ I ~ ~ ~ , ~ - I ' - . ' ~ ~ 1 2 x l 2 B R I C K C O L U M N G E N E R A L N O T E S I . S T A N D A R D L U M B E R T O B E S Y P # 2 M A X I M U M M . C . O F 1 9 % E X T E R I O R L U M B E R A N D L U M B E R I N C O N T A C T 1 - ' - l / C O N C R E T E O R M A S O N R Y S H A L L B E P R E S S U R E T R E A T E D 2 . A L L 1 - ' - J A L L T H I C K N E S S E S A R E A C T U A L ; 2 x 4 ~ 3 1 / 2 " , 2 x 6 ~ 5 1 / 2 " , 2 x 6 ~ 7 1 / 4 " , E T C . . . 3 . T H E S I Z E A N D Q U A N T I T Y O F A L L E X T E R I O R S T E P S A R E T O B E F I E L D D E T E R M I N E D B Y O T H E R S . 4 . A L L P L A T E A N D C E I L I N G H E I G H T S A R E T A K E N F R O M ( T O P O F ) F I N I S H E D F L O O R S L A B / B L O C K _ 5 . A L L I N T E R I O R A N D E X T E R I O R F L O O R ¢ S T E P F I N I S H E S S H A L L H A V E A N O N - S L I P F I N I S H T O M E E T A S T M C I 0 2 6 S T A T I C C O E F F I C I E N T O F F R I C T I O N M I N _ O F 0 . 6 . G R A D E D D D D D O D D D O D D D O D D § : 6 _ ! 2 s . , _ _ _ _ J § U h ~ : d b ! . . . b ~ : d b ! . . . b ~ : : d b ! . . . b ~ : : d b f i l § J _ j ~ ~ ~ ~ f f l _ _ _ , ~ i I ~ ' - ~ . l : : : r = ' . ' . 1 5 1 B l i ! . l 2 1 3 1 1 • & 1 P A L M ~ 1 0 ' - 0 1 1 - 1 P E R G O L A , . _ - I + - = F - - - - - - - I a c a , b = = = = = = a I F • = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = " l ' ) , . ~ - 1 1 - f , 1 1 , - - - ~ , _ _ ' ? - 1 1 € . 1 - 0 1 1 ' X P R O P O S E D P O O L C O P I N G E L ( 1 0 . 0 ) 0 I N ' ' \ ' ' \ ' ' \ ' ' \ I I I I I I I I I I ~ - 0 ~ 5 1 - 0 1 1 ~ - 0 ~ . . . , . " ' I 1 4 0 . 0 0 ' 3 1 . 0 1 F . F . E . ( 1 0 . , 2 ) C O V E R E D P O R C l - 1 G A R A G E F . F . E . ( 1 0 . 0 2 ) G R A S S = = = = = = = = = = = = = = = = = = = = = = = = ' 1 _ J _ J _ J _ J _ J - l ' U R F - e e e ! G . J _ J _ J _ J _ - 1 - - 1 - - - 1 - - 1 - c a ' F = = = = = = a I F • " ' < - - + - c t _ _ _ _ _ _ _ I a _ J f f i i n 0 I " , - / \ I ' I ' I ' I \ I , , ~ I \ L 1 2 1 - 0 1 1 L , ' c : , - O · X \ , . , . I ' . ' . ' • P A L M 1 \ 1 ! S U M M E R \ 2 S T O R Y W O O D F R A M E R E S I D E N C E # 3 3 3 ~ ' ' ' ' . . . c o I 1 , 1 1 P A L M i , p l I l ~ _ _ s _ • _ e _ R _ L _ _ _ _ _ _ ~ e - " x ' - - " - ~ - - - - - - - - - 1 : a ' - ~ K - 1 - T c - H _ E _ N _ _ \ l - . _ . . , . _ _ _ _ _ _ _ _ . . , . . . _ _ _ _ • 2 _ . 2 _ . _ . . , . , _ _ _ _ _ _ _ _ _ _ _ _ - - , J _ _ _ _ _ _ _ _ _ _ _ - - < ' " 4 ' ~ D H A T E R M E T E R ~ l ~ ~ - t ' t l F = = = = = = = = = : : 1 3 : : ' : : P : : A : : C ~ : : M \ : : : : " ' : : ~ • = = = = = = = = = = = = = = ; ; , , ; c X ~ ~ c c - = = : c c ~ ; ; ; : ~ : ; c S ; ; ; c 1 ; : ; ' i i ~ l = : = I = = : ! - - - = - - . l ! • · " ' ~ " ~ ~ t . . . x _ _ . : , " ' ~ ~ ~ , . . . : 1 = ~ 1 ~ : - ~ _ ~ s _ ; _ 1 c _ o _ _ _ = = . . . . J - , - ' - o ' _ ' ~ : , ~ L - M . . . : t ; , : " ' " ' ~ · ~ . . . . ! • ~ - - _ . . . : • : ~ - - 1 ; P ' r ~ l • ' - . ! ; " o - . . - ' \ 1 • , - - - - . • • • X ~ I , - - - - . 1 0 1 1 P A l M ° ' i J r ~ ! " I ~ . 2 1 1 O O U B l E O A K q • P A l M e l . : " · 1 4 0 . 0 0 I 1 0 " P A L M • 4 2 1 1 L I V I : O A K 1 1 1 1 P A L M P A V E R E D D R I V E / H A L K ~ ± 2 6 0 S Q . F T . P O O L C O P I N G A N D 5 0 % O F I N T E R I O R = 2 4 9 S Q F T . , _ J _ J C , < ( s a : < , I : , : t - i l l i l l ! l ' + - , o L O T C O V E R A G E B Y B U I L D I N G N / C O L U M N S ¢ F / P 2 , 6 1 7 1 6 , 9 6 2 ~ I M P E R V I O U S S U R F A C E R A T I O = ± 3 , 1 2 6 / 6 , 9 6 2 ~ 4 4 . 9 % ( E S T . ) L O T S Q U A R E F O O T A G E , 6 1 9 6 2 S Q . F T . ( ± 0 . 1 6 A C R E S ) 3 7 . 6 % ( E S T . ) L O T 1 0 , A S R E C O R D E D I N P L A T B O O K 5 1 P A G E 6 9 O F T l - f f P U B L I C R E C O R D S O F A T L A N T I C B E A C H , F L O R I D A . F L O O D Z O N E " X " P E R M A P I 2 0 3 I C 0 4 0 9 J ( 1 1 / 2 / 2 0 1 1 : 1 ) ~ R E V I S I O N S I \ C O P Y R I G H T © 2 0 2 0 A L L R I G H T S R E S E R V E D , T H E S E P L A N S A R E P R O T E C T E D B Y C O P Y R I G H T L A l - ' - J S . L N A U T H O R I Z E D U S E M A Y R E S U L T I N L E G A L A C T I O N . i l l u z i l l 0 U ) i l l ~ ~ i l l z U ) i l l ~ t - r < ) r < ) N N r < ) _ J l L ' 1 ( j < t i l l c o u ) ( j O t - z z N < f r f \ _ J r f \ t - r f \ < t D E S I G N : K A J D A T E ' 3 / 2 8 / 2 0 J O B N O , 2 0 - 0 7 S D H G N O , A , 1 O F 1 U J ~ f - l f l