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190 16TH ST - ADDITION DRAWINGS0* COMMLINITY DEVELOPMENT APPROVED EXISTING CONCRETE DRIVEWAY EXISTING WOOD DECK . 6„ NOTE: EXISTING WASTE EXISTING BATH # 190 SINGLE STORY RESIDENCE EXISTING PANEL INSIDE OF RESIDENCE 11' 6" 15' CHANGES TO LO'I� COVERAGE LESS THAN 400 SQ.FT. 19' z 0 0 Q Lu z 11'6" EXISTING FENCE 0 EXISTING METER 7�-15'- EXISTING PAVERS NEW UNDERGROUND ------------------------ ------------------------------------------------ OCEAN BLVD. 50' R/W rA'* SITE PLAN EXISTING JEA POLE = 1 *scale 1" =10'-0" I 190 16TH STREET BOLE RESIDENCE ATLANTIC BEACH FLORIDA VF-RMCY ARCHITI CT 480 •. THIRD RT. U40-1160 JACKSONVILLE OKACH. FLORIDA ME GARAGE EXISTING CONCRETE DRIVE CE PLAN DATE REVISED INDEX OF DRAWINGS 1 SITE PLAN 2 FOUNDATION PLAN / FLOOR FRAMING 3 FLOOR PLAN / ROOF FRAMING 4 SECTIONS / ELECTRICAL 5 SECTIONS / TYPICAL SECTION 6 ELEVATIONS 7 SPECIFICATIONS 8 NOTES & DETAILS OFF GRADE 118' SQ.FT. BATHROOM ADDITION RELOCATE ELECTRICAL METER LOT COVERAGE TOTAL LOT 5,000 SQ.FT. EXISTING COVERAGE % 41% EXISTING CONCRETE 471 EXISTING PAVERS (486/2) 243 EXISTING STRUCTURES 1329 NEW ADDITION 150 EXISTING PAVERS REMOVED (67/2) -33.5 TOTAL ADDITIONAL 116.5 POST DEVELOPEMENT % 43% NET CHANGE LESS THAN 400 S .FT. BUILDING CODE FLORIDA BUILDING CODE 6th Addition 2017 WIND SPEED 130 MPH IMPORTANCE FACTOR 1 WIND EXPOSURE EXPOSURE ENCLOSED TYPE OF CONSTRUCTION Type V -B OCCUPANCY CLASS R-3 RISK LEVEL II REMODEL CATAGORY ALTERATION LEVEL 3 ELECTRICAL CODE NATIONAL ELECTRICAL CODE 2014 ADDITIONAL SQUARE FOOTAGE 5/28/18 CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC Al1614 COQUINA PLACE ATLANTIC BEACH FLORIDA H 904-759-2556 31 61' COMMUNITY DEVEL PMENT APPROVED 4X4 POST 9 10 1/2" ------ --- -- — _ 10, 2 ---- 1 FOUNDATION PLAN *scale 1/4" =V-0" 199 16TH STREET BOLE RESIDENCE ATL�NTIC BEACH FLORIDA 12" X 20" CONCRET (2) 5/8" E 8X8X16 ( STEMWAI VERTICAI 48" O.C. 121 51 FILL t 3000 I 1 5/8 2 FLOOR PLAN _2 *scale 1/4" =1'-011 VERMEY ARCHITECT Mwilo 4Y0 f. THIRD 6T. A40 -I 130 JACXSONVILI! MACH. FLORIDA EXISTING 2X8 JOIST EXISTING 2X8 PT PLATE 3/4" T& G DECKING —S NEW (2) 2X8 HEADER R-19 INSULATION 2X8 PT. PLATE T5—C,--*NEW CMU EXISTING FOUNDATION " I EXISTING FOOTING 2X8 PT JOIST 16" O.C. 2X8 PT BAND 2011 NEW FOOTIN 1'-811 5/8" VERTICAL BAR FILL CELL NEW G 20"X 24" FOOTING - 5/8" BAR 3 E.W. 4 A2 /2" THREADED ROD /2 " COUPELING X8 PT PLATE /4" T&G PLYWOOD X8 PT JOIST 72 PT YP BAND X8X16 CMU ILL HEADER COURSE 000 PSI CONCRETE 1) 5/8" BAR CONTINUOUS /8" ROD 48" O.C. .2 /" X 20" :ONCRETE FOOTING (2) 5/8" REINFORCING BAR CONTINUOUS IN FOOTING 3 2 FOUNDATION SECTIONS *scale 3/4" =1'-011 PLAN DATE 5/28/18 CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA REVISED 904-759-2556 �.� BLOCK WALLTO DOUJ E 2X8 _ 11, 4 2 TYPICAL � 12 I I 0 1 PIER FOUNDATION 20" X 24" X10" — �3 #5 bar E. N. 8X8X16 CM 1 #5 BAR %VERTICAL 4--- 3' PIER TO DOUBLE DB I I 51 311 I I IL I ------ --- -- — _ 10, 2 ---- 1 FOUNDATION PLAN *scale 1/4" =V-0" 199 16TH STREET BOLE RESIDENCE ATL�NTIC BEACH FLORIDA 12" X 20" CONCRET (2) 5/8" E 8X8X16 ( STEMWAI VERTICAI 48" O.C. 121 51 FILL t 3000 I 1 5/8 2 FLOOR PLAN _2 *scale 1/4" =1'-011 VERMEY ARCHITECT Mwilo 4Y0 f. THIRD 6T. A40 -I 130 JACXSONVILI! MACH. FLORIDA EXISTING 2X8 JOIST EXISTING 2X8 PT PLATE 3/4" T& G DECKING —S NEW (2) 2X8 HEADER R-19 INSULATION 2X8 PT. PLATE T5—C,--*NEW CMU EXISTING FOUNDATION " I EXISTING FOOTING 2X8 PT JOIST 16" O.C. 2X8 PT BAND 2011 NEW FOOTIN 1'-811 5/8" VERTICAL BAR FILL CELL NEW G 20"X 24" FOOTING - 5/8" BAR 3 E.W. 4 A2 /2" THREADED ROD /2 " COUPELING X8 PT PLATE /4" T&G PLYWOOD X8 PT JOIST 72 PT YP BAND X8X16 CMU ILL HEADER COURSE 000 PSI CONCRETE 1) 5/8" BAR CONTINUOUS /8" ROD 48" O.C. .2 /" X 20" :ONCRETE FOOTING (2) 5/8" REINFORCING BAR CONTINUOUS IN FOOTING 3 2 FOUNDATION SECTIONS *scale 3/4" =1'-011 PLAN DATE 5/28/18 CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA REVISED 904-759-2556 E3 A6 C®AM�UAIITVD E3 PF?oYI I / EVE �PMENl fFD 1 FLOOR PLAN -3 *scale 1/4" =1'-0" HEATED AREA 118 SQ.FT. BOLE RESIDENCE 190 16TH STREET ATLANTIC BEACH FLORIDA NAIL EXIS- RAFT 3@ 48" X8 #2 YP RIDGE 2X6 BLOCKING 1 T 6'r ►Ir 9' 10 1/2' _! E2 6 b 48" 2 ROOF FRAMING PLAN — 3 *scale 1/4" =1'-0" VIRMIEY ARCHITECT 5/28/18 CONTRACTOR AV421D U. THIRD ST. 440-1150 PLAN DATE PETERCOALSON DESIGN FOR FLORIDA LLC rACKSONVILLIE NFACM, FLORIDA 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA A3 REVISED 904-759-2556 — Tnlrn GVTCTTNr- QAFTFRC I AP MIN 12"- NAIL 6 10D ) TO TOP PLATE 3E (BtYUNU) NAIL IU EXISTING FRAMING SUPPORT ON INTERMITTENT PIERS �JSECTION _(� *scale 1/4" =V-0" ATTIC VENTALLATIONI CEILING AREA 118 SQ.FT. / 150 REQUIRED .78 SQ.FT. INTAKE 3" VENT 16" O.C. (16) 1 SQ Fr. OUTLET 1 SQ.FT. GABLE VENT ALL THREA' VALL D HOUSE TO F FOUNDATION BLOCK Z FLASHING FROM WAL i SELECT FASED SE DECK BOARD "JOIST (ANGER 5 DECK SECTION _4 *scale 1/2" =1'-0" 100 16TH STREET BOLE RESIDENCE D ATLANTIC BEACH FLORIDA VERMEY ARCHITECT aQo S. THIRD ST. ga®- I , so JACKSOMWI.I.E BEACH, FI -06110A ELECTRICAL FIXTURE PLAN *scale 1/4" =1'-0'I PLAN DATE 5/28/18 CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA REVISED 904-759-2556 Us ow 14TER (BUILDER mi ELECTRICAL LEDGEND ARC FAULT QI GROUND FAULT PROTECTED DUPLEX OUTLET 220V OUTLET WP C' RECESSED HOUSING S SWITCH S3 3 WAY SWITCH VERMEY ARCHITECT aQo S. THIRD ST. ga®- I , so JACKSOMWI.I.E BEACH, FI -06110A ELECTRICAL FIXTURE PLAN *scale 1/4" =1'-0'I PLAN DATE 5/28/18 CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA REVISED 904-759-2556 Us ow 14TER (BUILDER mi MATCH EXISTING FASCIA )L FL C1 5 V CRIMP ROOFING 3 C3 _ ` `` ---_ 12 RE RESTRICTED) i CEILING JOIST 16" O.C, CRIMP METAL ROOF ON ICE & WEATHER SHIELD MEMBRANE plywood i RAFTER 16" O.C. SCIA TO MATCH EXISTING 2X4 TOP PLATE 2" PLYWOOD SHEETING TREAT ALL WALLS AS SHEAR WALLS. AIL 6" O,C. FIELD AND 4" EDGE PROVIDE SOLID BLOCKING LL 4 EDGES OF PANEL. X4 WALL FRAMING 16" O.C. /8" THREADED ROD 48" O.C. ACH EXTERIOR CORNER EACH SIDE OF OPENINGS 1/4 CEMENT BOARD 6" EXPOSURE ,13 INSULATION @ 2X4 WALL - R19 @ 2X6 WALL IOUSE WRAP - SEAL ALL SEAMS 1X2 " DRYWALL 3/4" T&G PLYWOOD 2X4 base PLATE :MEED 5/8" BAR MIN OF 7 INCHES - SET WITH 2 PART EPDXY ANCHOR LEDGER WITH 1/2 " TITEN 24" O.C. CONNECTOR SCHEDULE LSTA 24 STRAP OVER RIDGE © (2) HTS 30 TWIST STRAPS H2.5A HURRICANE CLIP 1/2" THREADED ROD 48" O.C. EPDXY SET HTT4 TIE DOWN 5/8" BOLT EPDXY SET © LU26Z 2X6 JOIST HANGER C7 SP4 INSTALL TOP & BOTTOM OF WALL INSTALL 32" O.C. 190 16TH STREET ARCHITECT PLAN DATE 5/28/18 CONTRACTOR:�� IDENCEI*VERMIE'V 4R0 TM1R0 >♦T. 240-1100 PETERCOALSON DESIGN FOR FLORIDA LLC BOLE RES ATLANTIC BEACH FLORIDA JACK1a"VI"` OEAC mOR10A REVISED 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA 904-759-2556 PLT FLR 2 WEST ELEVLATION -6 *scale 1/4" =1'-0" 5 V CRIMP METAL ROOF HARDIE SIDING 6" EXPOSURE 5/4" HARDIE CORNER BOARD t PLT FASCIA TO MATCH EXISTING EXISTING 5 V CRIMP ROOF EXISTING © WINDOW Ll FULL IITE WOOD & GLASS DOOR FLR 7" RISER 10" TREAD 3 NEAST ELEVATION �-6*scale 1/4" =1'-0" DOOR & Window Schedule CONTINUE METAL ROOFING HARDI LAP SIDING 5/4" CORNER BOARD 4 NORTH ELEVATION _6 *scale 1/4" =1'-0" i-1• 18- 46se, A 3044 VINYL SH LOW E R.O. B 2620 TEMPERED VINYL SH LOW E R. 0. D!���� R.O. D)- 26-68 1 3/4" WOOD FULL LITE R.O. 190 16TH STREET VBRMEV ARCHITECT PLAN DATE 5/28/18 CONTRACTOR: BOLE RESIDENCE 420 S. rMlwO sr. 240-1150 — _ PETERCOALSON DESIGN FOR FLORIDA LLC /� ATLANTIC BEACH FLORIDA JACKSONVILLK BRACH, FLORIDA REVISED 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA H 904-759-2556 CONCRETE: WOOD FRAMING: DESIGN LOADS: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. PLACEMENT SHALL B�j IN ACCORDANCE WITH ACI 318. 2. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS INDICATED ON THE DRAWINGS, OVER MINIMUM 6 MIL POLYETHYLENE VAP�gIR BARRIERS. SUCH SLABS SHALL BE REINFORCED WITH 6" X 6" #10/10WELDED WIRE FABRIC LAPPED 8" AT EDGES AND ENDS OR FIBER MESH REINFORCED CONCRE 3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCK AND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DIIENSITY (ASTM D1557). 4. FOOTINGS SHALL BEAR UPON UNDISTURBED TREATED SOIL OR UPON SOIL COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557: FOR A DEPTH OF AT LEAST THREE (3') FEET BELOW THE BOTTOM OF THE FOOTING. 5. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH GROUT OR PEA GRAVEL CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS AND REINFORCING STEEL AS INDICATED ON THE DRAWINGS. 6. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 DEFORMED NEW BILLET STEEL CONFORMING TO ACI 301, ACI 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE LATEST EDITIONS. MINIMUM LAP SPLICES SHALL BE 36 BAR DIAMETER. 7. ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTING, BEAMS AND COLUMNS SHALL BE SPLICED A MINIMUM 01: 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 8. CONCRETE COVER OF REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS: 3" BOTTOMS AND SIDES, 2" TOO. B. 11 /2" BOTTOM, SIDES AND TOP. C. COLUMNS: 1 1/2". D. SLABS ON GRADE: 2" BOTTOM, 1" TOP. E. OTHERS PER ACI. 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS, OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHS LL BE ONE SPACE PLUS TWO INCHES. 10. CONCRETE TESTING IF REQUIRED: 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER ATIC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE. UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM GRADES SHALL BE USED: A. STRUCTURAL LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE; NO. 2 NON -DENSE PLANS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ANY EDGES OR BETTER. B. STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE; NO. 2 DENSE OR BETTER. C. STRUCTURAL JOIST AND PLANKS SIZE 2" TO 4" THICK X 5" TO 8" WIDE; N0, 2 OR BETTER; 16. SPLICES IN MULTI -BOARD CONTINUOUS BEAMS SHALL BE ALLOWED FOR ONE BOARD ONLY PER 9" TO 12" WIDE; NO. 1 OR BETTER. D. LIGHT FRAMING SIZE 2" TO 4" THICK X 3" TO 4" WIDE; NO. 2 NON -DENSE OR BETTER. E. STUD GRADE S.P.F. CAN BE USED IN LIEU OF SOUTHERN YELLOW PINE FOR STUDS ONLY 4. PLYWOOD SHEETING SHALL BE APA STRUCTURAL 1., GROUP 1 SIZE AND SPAN RATING AS SHOWN ON THE DRAWINGS. NAIL WITH 80 NAILS (COMMON OR GUN) AT 6" O.C. ALONG PANEL EDGE AND 6" O.C. AT INTERMEDIATE SUPPORTS. 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED. 6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND SUITED FOR EACH APPLICATION. FASTENINGS SUBJECT TO MOISTURE SHALL BE HOTDIP GALVANIZED TO ASTM A-153-80, OR STAINLESS STEEL. 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC SPECIFICATIONS. 8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 9. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR METAL PLATE - CONNECTED WOOD TRUSSES AND AITC 100. 10. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY THE TRUSS MANUFACTURER'S STATE OF FLORIDA REGISTERED ENGINEER. 11. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFACTURER TO ENSURE THAT ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES. 12. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE CONTRACTOR AND DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF DIMENSIONS, MATERIALS AND CONDITIONS. 13. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES 10 PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL SURFACE FROM FLOOR TO CEILING. 14. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI B WT -76. 1 AT 7 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER CAN BE DISCARDED. THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 5th edition 2017 FLORIDA BUILDING CODE. THE FOLLOWING WIND LOAD REQUIREMENTS, IN ACCORDANCE WITH 6th edition 2017 FLORIDA BUILDING CODE - BUILDING, CHAPTER 16, STRUCTURAL DESIGN SECTION 1609 AND ASCE 7-10, WERE USED IN THE DESIGN OF THE STRUCTURE: THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: TC LIVE LOAD- 20 PSF TC DEAD LOAD- 7 PSF BC DEAD LOAD- 10 PSF rol LIVING AREAS: LIVE LOAD -40 PSF DEAD LOAD -15 PSF WIND: SECTION 1609 OF THE 6th edition 2017 FLORIDA BUILDING CODE FOR THE 130 MPH WIND ZONE. CHAPTER 3 ( USE & OCCUPANCY) GROUP OCCUPANCY: "R" CHAPTER 5 ( BUILDING HEIGHTS & AREAS ) HEIGHT < 20 FT CHAPTER 6 ( TYPE OF CONSTRUCTION ) TYPE OF CONSTRUCTION: (VB) FULLY ENCLOSED IMP = 1 EXP=C RISK CAT #2 STRUCTURAL CALCULATIONS USING GRAVITY LOADS HAVE BEEN PERFORMED IN THE DESIGN OF THIS STRUCTURE. II 190 16TH STREET VERMEY ARCHi7`<CT`' PLAN DATE 5/28/18 CONTRACTOR: BOLE RESIDENCE 440 f. TMIRO ST. !440.1 +tip PETERCOALSON DESIGN FOR FLORIDA LLC /� ATLANTIC BEACH FLORIDA 1ACJ(150NVIlIs REACH. I71I�A REVISED 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA ,/�` 904-759-2556 15. MICRO -LAMS (OR EQUAL PARALAMS, LVL -S, ETC) SHALL BE USED WHERE SPECIFIED ON ENGINEERED TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST -IN-PLACE PLANS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ANY EDGES CONCRETE. OR ENDS EXPOSED TO THE WEATHER SHALL BE PROTECTED BY THE INSTALLATION OF 36 GA., MIN., GALVANIZED STEEL FLASHING. A. ASTM 0143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND 16. SPLICES IN MULTI -BOARD CONTINUOUS BEAMS SHALL BE ALLOWED FOR ONE BOARD ONLY PER CEMENT CONCRETE." SLUMP RANGE SHALL BE 4-6 INCHES. SPAN AND ONLY AT THE QUARTER POINT OF THE SPAN, UNLESS SHOWN OTHERWISE. B. ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY, REQUIRED CYLINDER (S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 7 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER CAN BE DISCARDED. THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 5th edition 2017 FLORIDA BUILDING CODE. THE FOLLOWING WIND LOAD REQUIREMENTS, IN ACCORDANCE WITH 6th edition 2017 FLORIDA BUILDING CODE - BUILDING, CHAPTER 16, STRUCTURAL DESIGN SECTION 1609 AND ASCE 7-10, WERE USED IN THE DESIGN OF THE STRUCTURE: THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: TC LIVE LOAD- 20 PSF TC DEAD LOAD- 7 PSF BC DEAD LOAD- 10 PSF rol LIVING AREAS: LIVE LOAD -40 PSF DEAD LOAD -15 PSF WIND: SECTION 1609 OF THE 6th edition 2017 FLORIDA BUILDING CODE FOR THE 130 MPH WIND ZONE. CHAPTER 3 ( USE & OCCUPANCY) GROUP OCCUPANCY: "R" CHAPTER 5 ( BUILDING HEIGHTS & AREAS ) HEIGHT < 20 FT CHAPTER 6 ( TYPE OF CONSTRUCTION ) TYPE OF CONSTRUCTION: (VB) FULLY ENCLOSED IMP = 1 EXP=C RISK CAT #2 STRUCTURAL CALCULATIONS USING GRAVITY LOADS HAVE BEEN PERFORMED IN THE DESIGN OF THIS STRUCTURE. II 190 16TH STREET VERMEY ARCHi7`<CT`' PLAN DATE 5/28/18 CONTRACTOR: BOLE RESIDENCE 440 f. TMIRO ST. !440.1 +tip PETERCOALSON DESIGN FOR FLORIDA LLC /� ATLANTIC BEACH FLORIDA 1ACJ(150NVIlIs REACH. I71I�A REVISED 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA ,/�` 904-759-2556 GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONDI�ONS AND DIMENSIONS AT THE JOB SITE PRIOR TO CO MENCING WORK. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE DESIGNER & OWNER PRIOR TO COMMENCING WORK. 2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLA ES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 3. ALL DETAILS AND SECTIONS SHOWN ON THEjDRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 3,000 PSF. THE CONTRACTOR SHALL REPORT( ANY DIFFERING CONDITIONS TO THE DESIGNER & OWNER PRIOR TO COMMENCING WORK. 5. STRUCTURAL DRAWINGS SHALL BE USED IN (CONJUNCTION WITH JOB SPECIFICATION AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS ANY OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. ALL BOLTS, NUTS, WASHERS, STRAPS AND F STENERS INCLUDING NAILS, SHALL BE HOT DIP GALV NIZED OR STAINLESS STEEL. CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS AND CONNECTORS AS SPECIFIED HEREIN. 7. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED WITH DEVICE OF EQUAL OR GREATER COMPACITIr. THE INSTALLATION OF THE FASTENERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'' SPECIFICATIONS. WIND BRACING (1ST AND 2ND FLOORS) 4'- " X 8'-0" x 1/2" EXTERIOR GRADE PLYWOOD SIDING. NAIL 6" O.C. FIELD AND EDGE. BOLE RESIDENCE 1q0 16TH STREET ATLANTIC BEACH FLORIDA HOUSE WRAP Install Z Flashing ABOVE WINDOW TRIM LAP HOUSEWRAP OVER FIN & Z FLASH AT WINDOW HEAD ONLY THEN SEAL WITH PEEL STICK TAPE Seal All Fins with 6" Peel & Stick (FIN TO HOUSEWRAP) LAP ALL JOINTS FROM Fin Frame Vinyl Window. INSTALL AND SEAL WIDOW PER MANUFACTURES RECOMADATIONS 8 " Peel & Stick Sill Flashing APPLY OVER HOUSE WRAP House Wrap (SEAL ALL JOINTS & TERMINATIONS) WINDOW FLASHING }2 NTS scale INSTALL WINDOWS PER MANUFACTURES RECOMODATIONS V'ERMEV ARCHITECT 420 S. THIRD 21r. 245- \ 4 DO JACKSONVILLE BEACH. r1-07 104 PLAN DATE 5/28/18 REVISED CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA 904-759-2556 ELEVATIOt I 36" — 2" typ. 7 I 2�typ I 12" o.c. Max. r` a""CLEARANCE (ALL FOUR SIDES) �C 'NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE'. (NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE) i MOO 30IJJ Anchor (See Section Details) HEAD DETAIL SIZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. IM AS QUIRED DRYWALL #8 X 1-5/8" SCREW (SHOWN WITH 4" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD.s Notes: 1. Installation depicted based off of structural test report #C7327.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S -P -F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non- compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2" from corners and no more than 12" on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36" x 74" (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) M.. nnr_ �� INSTALLATION INSTRUCTIONS & FASTENER SCHEDULE — FIN- PRODUCT: DRAWN 8Y: M.R. DAM 12-14-09 °'� DAA: 3540 Single Hung �: NONE sem: 1 D. 1 Windows & Doors11 D„M RD R� Gratz, PA 3540-3240 SH FIN — ---- — — — — — — — — — — — — NOTE: SET EMBEDED STEEL EMBED #5 BAR 8 INTO EXISTING FROM HEADER FOUNDATION COURSE USING 2 PART EPDXY INTO EXISTING — FOUNDATION EMBED #5 BAR INTO EXISTING ___I - 1�� 1/2" FOOTING I (TYPICAL) �BLOCIC WALLTO D EMBED #5 BAR FROM HEADER COURSE INTO EXISTING FOUNDATION EMBED #5 BAR INTO EXISTING FOOTING (TYPICAL) --7----I 3' 6'' I 4X4 POST 2X8 2 TYPICAL ' ----� �1 211 I I I PIER FOUNDATION 20" X 24" X10" 3 #5 bar ..W. k8X8X16 C1U i 1 #5 BAR — IVERTICAL I — I C PIER TO DOUBLE PX8 I 5' 311 � I I -- - - - 10' 2 - 12" X 20" CONCRETE FOOTING (2) 5/8" BAR CONTIUOUS 1 FOUNDATIO PLAN *scale 1/4" =1'-0" 190 16TH STREET BOLE RESIDENCE ATLANTIC BEACH FLORIDA 12" X 20 CONCRE' (2) 5/8" 8XBX16 STEMWA --T� VERTICA 48" O.C. 12' 5 FILL 3000 1 5/8 ii 2 FLOOR PLAN -2 *scale 1/4" =1'-0" VERMEV ARCHITECT 420 0. THIRD OT, 240-1100 JACKSONVILLE 2[ACH, FLORIDA EXISTING 2X8 JOIST EXISTING 2X8 PT PLATE 3/4" T& G DECKING —♦ NEW (2) 2X8 HEADER R-19 INSULATION 2X8 PT. PLATE m—c--:NEW CMU EXISTING FOUNDATION I" I EXISTING FOOTING 2X8 PT JOIST 16" O.C. 2X8 PT BAND 20" 5/8" VERTICAL BAR FILL CELL NEW NEW FOOTING 20"X 24" FOOTING 1'-8" —� 5/8" BAR 3 E.W. 4 A2 1/2" THREADED ROD 1/2 " COUPELING 2X8 PT PLATE 3/4" T&G PLYWOOD ?X8 PT JOIST #2 PT YP BAND 3XSX16 CMU =ILL HEADER COURSE 3,000 PSI CONCRETE 1) 5/8" BAR CONTINUOUS 5/8" ROD 48" O.C. 12 /" X 20" -ONCRETE FOOTING (2) 5/8" REINFORCING BAR CONTINUOUS IN FOOTING A( 3 2 r-",4�FOUNDATION SECTIONS �,j *scale 3/4" =1'-O" PLAN DATE 5/28/18 CONTRACTOR: PETERCOALSON DESIGN FOR FLORIDA LLC /� 2 REVISED 1614 COQUINA PLACE ATLANTIC BEACH FLORIDA H 904-759-2556