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1858 Selva Grande Drive RESO07-0043 DWGSC C C C C All claims for error or defective m C)( A03(5) must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. t-00-00 1-00-00 1-06-00 J I A t ji Fi � I ]6WYu j P A � ,sawa AO (5) V I o w Q o �2 I o i ( N u, r F F I r; I A I moo} LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.1 Top Chord Dead Load 7.00 10.00 p.s.1 Bottom Chord Live Load 0.00 0.00 p.s.1 Bottom Chord Dead Load 10.00 5.00 p.s.i Total Load 37 55 p.s.1 Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure B Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to tabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7 O). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses _manufactured by MenMng Building Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. Sea "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top ardor bottom I chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. o ECOPY_�? � Engineer of Record: No Engineer of Record on file 11-10-08 FLORIDA PRODUCT APPROVAL CODES: MItEK PLATES 2197...... WEYERHAEUSER— EVEREDGE LVL 21369 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 Jax - House Job Name: Fleming Deck Remodel LobBlkrSubdiv 1858 Selva Grande Dr. Atlantic Beach ,FL ! scale: te: n By: Job Number 1/4"-1' 12115/2017 RC J170760 Manning Buildin 0 o I, Supplies, INC. O 11155 Philips Parkway Dr. E. O Jacksonville, FL 32256 r8ns 1 Phone: (904) 288-8225 Fax (904) 260.2981 VWVW.MBS-CORP.COM 11-10-08 FLORIDA PRODUCT APPROVAL CODES: MItEK PLATES 2197...... WEYERHAEUSER— EVEREDGE LVL 21369 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 Jax - House Job Name: Fleming Deck Remodel LobBlkrSubdiv 1858 Selva Grande Dr. Atlantic Beach ,FL ! scale: te: n By: Job Number 1/4"-1' 12115/2017 RC J170760 SCISSORS TRUSS 12 ST -3 41 (2) PLY SIMPSON SIMPSON TS12 ea. H2.5 ea. SIDE SIDE 1 2 2 2—ply 2x8 28'-1 14" BEAM 10j" 2 O.H. 12 SCISSORS TRUSS 41 ST -2 SIMPSON SIMPSON H2.5 H2.5 12 2 2—ply 2x8 B EAM 28,-1 14" 2,-102„ 102,> O.H. O.H. 12 SCISSORS TRUSS 41 ST -1 SIMPSON I H2.5 12 2 3„ 2—ply 2x8 --�;y 1 25'-04 BEAM SIMPSON�.2 , M STA 18 102 „ 102" O.H. O.H. 412 STEP DOWN GABLE TRUSS I 4' SIMPSON 25'-04" MSTA18 102" SIMPSON 2—ply 2x8 SIMPSON L02" O.H. MSTA18 BEAM LSTA9 O.H. 1 SUGGESTED TRUSS DIAGRAM SCALE N.T.S. TRUSSES DRAWN HEREIN ARE FOR INFORMATION ONLY AND ARE TO BE PROVIDED BY STATE LICENSED TRUSS ENGINEER AND MANUFACTURER SIMPSON A35 ea. SIMPSON H2.5 ea. SIDE SIMPSON LU28 @ SIDE OF RIDGE to OF RAFTER to RIDGE RIDGE to TRUSS LEDGER #2 S.Y.P. 2x8 7 RIDGE #2 S.Y.P. 2x8 LEDGER PROVIDE (2) #12x4 3/4" WOOD SCREWS © ea. EXISTING TRUSS (SEE PLAN BELOW) 2—PLY ST -3 TRUSS (SEE FRAMING PLAN) 2x6 #2 S.Y.P. RAFTER © 24" O.C. OVER FRAMING ELEVATION TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM TD2 1' SIMPSON HUCQ28-2 'X' BRACING & 2x OUTLOOKERS, SEE DETAIL II I I TDA L III . I F cn N N N N N I I I I I I I I II I. I I I I I I I I I I I I II I TD2 SEE OVER I I I I 1' TD3 TD2�-- FRAMING DETAILS THIS SHEET EXISTING 37" OAK SIMPSON TD4 HUCQ28-2 EXISTING 12" PALM TD1 2x4 BLOCK AT—\ 2x6 #2 S.Y.P. SHEATHING JOINT WI D PRESSURE TO COMPONENTS CLADDING #2 S.Y.P. 2x8 2x4 RAFTER © 24' O.C. 2x4 OUTLOOKER ® O.C. TOE NAILS W 2x4 BLOCK LEDGER H3 CLIP ® EA. w/ 4-12d nnn LJ p OUTLOOKER TO TRUSS. TOE NAILS 3-12d 2x4 CAB 0 48" TRUSS TOP CHORD, EACH END ® EA. O.C. F VERT. WEB DROP 3-8" END ZONE = 8 Q SIMPSON H2.5 ea. BRACE VERTICAL MEMBERS 4-16d �J PER TRUSS MFR DETAILS 4-16d SIDE OF RAFTER to 12d 04" 0. FROM ZONE LATERAL EFFECTIVE WIND AREA sf WIND LOADS LEDGER TO BLOCK ELOW 00 12d TOE NAILS ®8" O.C. i FROM TRUSS BOT CHORD 2x4x8' SYP#2 LATERAL 2x4 ®48"� TO DOUBLE TOP PLATE PO S PROVIDE (2) #12x4 3/4" WALL STUD AND 3-16d INTO EA. TRUSS INTERIOR SHEATHING, SEE SCHED. ` 10 411 .0 —4 .5 WOOD SCREWS © ea. SCALE: N.T.S. 20 +39.1 —42.6 EXISTING TRUSS (SEE 5.0 +36.7 —40.2 PLAN BELOW)e e 100 +34.9 —38.3 END ZONE 10 +41.0 —54.9 OVER FRAMING PLAN 20 +39.1 —51.3 50 +36.7 —46.3 100 +34.9 —42.6 OVER FRAMING DETAILS NOTE: AWS DESIGN PRESSURE = ULTIMATE PRESSURE x 0.6 or DIVIDE WITH SCALE N.T.S. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXISTING 37" OAK SIMPSON TD4 HUCQ28-2 EXISTING 12" PALM TD1 2x4 BLOCK AT—\ M M N N SHEATHING JOINT 2x4 BLOCKING ROOF SHEATHING, 4-16d NAILS 4-16d SEE SCHEDULE. 2x4 —BRACE —12d ' 2x4 OUTLOOKER ® O.C. TOE NAILS W 2x4 BLOCK o H3 CLIP ® EA. w/ 4-12d nnn LJ p OUTLOOKER TO TRUSS. TOE NAILS 3-12d 2x4 CAB 0 48" TRUSS TOP CHORD, EACH END ® EA. O.C. F VERT. WEB DROP 3-8" VER ISN T PRESENT Q L� BRACE VERTICAL MEMBERS 4-16d �J PER TRUSS MFR DETAILS 4-16d 12d 04" 0. FROM J LATERAL RACE LATERAL BRACE w/ 14-10d TO BLOCK ELOW 00 12d TOE NAILS ®8" O.C. i FROM TRUSS BOT CHORD 2x4x8' SYP#2 LATERAL 2x4 ®48"� TO DOUBLE TOP PLATE BRACE ® 48" O.C. w/ H3 ®48" WALL STUD AND 3-16d INTO EA. TRUSS DBL TOP PLATE SHEATHING, SEE SCHED. ` PLATFORM FRAMING AND DROPPED GABLE TRUSS GABLE ENL) BRACING SCALE: N.T.S. TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM r, @ 8'-0" ABOVE FINISH DECK 6x6 POST---' TD1 TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM 6x6 POST SIMPSON BC46 TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM .j SIMPSON MTS24C —� 6x6 POST SIMPSC 103/4" OVE' DOWN TD2 SIMPSON LCE4 OUTER FACE OF ea. BEAM @ CORNER SIMPSON MSTA24 UP & OVER BEAM & DOWN POST 12" TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" �' "'ND SHIM TIE DOWN DETAILS SCALE N.T.S. T \CE SPACING SCHEMATIC NOTF A 1 ! 1 ! 1 ! N N N W/2 W PROVIDE BLOCKING FOR ROOF DECK © RIDGE. OFFICE COPY REVISION BP# R,—`3017— coo Y3 DATE_ZcLJZ k/ /7 SIGNED YYiv_ DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ROOF FRAMING PLAN X"=V 0" Q LiJ Z m aQ 0 0 z 0� w 0. �' �F_ z. �W ~ z 0 oa- 0 :�_: 0 0 Q U U Li a N p T IC F N V a cc Q W J >.o! !W a :0 0 cc N cc a a t N Ngw N w N N M M N N n � M LL LL nnn uU n W O o m U LL _j w w 0 O nnn LJ p z z w 0 U ^^ Q w 0 O � X w O Q L� D �J Q J iw 00 T_ t N Ngw N w N N COUNTY MAP- - C- DA0(`CI LOCATION MAP THE V IL L_____ h__j L___j 11 ING ' ESIDENCE 1858 SELVA GRANDE DRIVE SEE LOCATION MAP SEE SKETCH of EXISTING CONDITIONS T 2 LOT 3 LOT 4 N89°35'07"E- 3D.00'Pur N89'36, ' "F 2 9.68 MEASURED 03 x —/Ou , F- 0 0 J 1' S O e �o� s c5' �•, rtr •r aeao•;N wvx as FPAA/R 'AM 40- �6 W000 F b 75.4' 1 Q ENCE �� � " 3� �� (V A�'EW I�a.s �Eis wcar�«xr�crt S89°48'43 'W MEAsuRE 755.16' °'""� ?AD -'89'35'07"V,' Pur 155. 16' i L 0 T 9 �' 8 1- if)o YI I SKETCH OF EXITING CONDITIONS. SCALE: I"=40' -O" ATLANTIC BEACH, FLA. 32233 LOT 2 LOT 3 N89°35'07"E 30. 0 0 'Pear N89°36'19"E 2 9.6 8 'MFASURM 03 x �p9 LOT 4 COMMUNITY ITY DEVELOPMENT Al COVED PROPOSED DECK O �o k ti ti 0.4' U V `� JS 0 PAVEP WALK J'1(� � 1 � \ & .2 sroRy RES 6"N' FAME NO 1858 o S3 7 W a m POOL EOUIPyENT CONCR AIC PAD 75,4' WOOD FENCE N 20 X0.5• 10'x10' JEA EQUIPMENT 91 EASEMENT W/ CONCRETE S8 9' /� Q /I 3 �, mEAsuRE.D 5 5 • 16 TRANSFORMER PAD S89'315,07"W PLAT 155.16' L 0 T 9 M�,5URE0 4103' 40. 0 o 4.4j V- - A, �co T 44� � P.c.a 8I � gl _ PROPOSED SITE PLAN SCALE: 1 "=30'-0" GENERAL NOTES: 1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS. 2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. • ADDITION (NOT IN SCOPE) 285 3.DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. S. F. 4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500 PSF. IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. • 5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY -MIX IN ACCORDANCE WITH A.S.T. SPECIFICATIONS. • BRICK PAVERS 3818 6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. -615 GRADE 60. PROPOSED DECK 983 S. F. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. S.F. 31 . 8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE. aLO STRUCTURE HEIGHT AND # OF 9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 13 —10" 10. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTR CTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR - WET, COEFFICIENT OF FRICTION MI J.8 UNGLAZED. TYPE: V— B 12. THIS IS A BUILDERS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HiS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. it CODE ANALYSIS: • 2014 FLORIDA BUILDING CODE - BUILDING (5th Edition) • 2014 FLORIDA BUILDING CODE - RESIDENTIAL (5th Edition) • 2014 FLORIDA EXISTING BUILDING CODE (5th EDITION) •• WORK AREA COMPLIANCE METHOD (CHAPTERS 5-13� THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 & 8, 2014 EXISTING BUILDING CODE (5th EDITION) ••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT 2011 NATIONAL ELECTRICAL CODE .---Y UNSPRINKLED WIND ZONE INFORMATION (ULESS SPECIFIED BY THE ENGINEERINR OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSEd) BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST) 130 m p h WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY II WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT .18 DRAWING INDEX - G -1 SQUARE FOOTAGE INFORMATION : • CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14 S. F. • ADDITION (NOT IN SCOPE) 285 S. F. • UNFINISHED GARAGE (NOT IN SCOPE) 452 S. F. • GAZEBO (NOT IN SCOPE) 170 S. F. • WOOD DECK 190 S. F. • BRICK PAVERS 3818 S. F. • PROPOSED DECK 983 S. F. • TOTAL COVERAGE 7012 S.F. 31 . LOT AREA 21 925 S. F. aLO STRUCTURE HEIGHT AND # OF STORIES • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 13 —10" NUMBER OF STORIES 1 TYPE OF CONSTRUCTION • TYPE: V— B • PROTECTION: UN PROTECTED .---Y UNSPRINKLED WIND ZONE INFORMATION (ULESS SPECIFIED BY THE ENGINEERINR OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSEd) BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST) 130 m p h WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY II WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT .18 DRAWING INDEX - G -1 COVER D-1 DEMOLITION PLAN A-1 FOOTING PLAN A-2 DECK FRAMING PLAN A -2A DECK FRAMING PLAN A-3 FLOOR PLAN A-4 ROOF FRAMING PLAN A-5 ROOF PLAN A-6 ELEVATIONS TITLE SCALE N.T.S. r Q z Q Lu 0 0 U r) W cn W ry Np T ul 0 C4 ti v a cc aye W°CZ F N cc N �C v o � d' aa M M N N LL. u U W o o m U LL nnn w z Z w Y (wL�j U Q w 0 o j w�� w z nnnnnn Q u 0 Q J U) aLO LO 00 T_ COUNTY MAP nr-r- n A ni r i LOCATION MAP THE FLEMING ' ESIDENCE 1858 SELVA GRANDE DRIVE SEE LOCATION MAP SEE SKETCH of EXISTING CONDITIONS T 2 n O J LOT 3 N89°35'07"E 30.00'PUT N89°36' 19 "E 29.68 LOT 4 S O 1 �' Go n 4 S� J7" L VE "K S �� aQ • • /3 � 0.5. 12` PALM h qtr epcK is 4 ? SIORY �'+., tlP+dY'P;j"gqA£ 10_ RfSIDENCEFR4k, No, l a apu a�tt J , �• k h 5 WOOD FENCE ori o� q. � �P.S 10'x10' JEA EQUIPMENT ��l N 1 M7�`�e" EASEMENT W/ CONCRETE V� 89°48'43"W AlEMM 155. 16'TMA"s�°RMER PAP S S)89°35'07"W PUT 155.16' I �� / L 0 T S v C-- 4 Iraa �I �I SKETCH OF EXITING CON DI TI 0 S SCALE: 1"=40'-O" ATLANTIC BEACH, FLA. 32233 LOT 2 LOT 3 N89°35'07"E 30.00 'RAT A89'36'1 9 "E 2 9. 6 8 MEASURED 03 /09 x Q—— 1— x. x LOT 4 PROPOSED DECD S O s � A 0.4' 4' 4 s, 12" PALM aC)ro BRICK PAVER WA CK 1 & 2 STpRY SME, r) RES/DENC No. 1858 W 4 U 01 m POOL EOUIP,y�XN7 CONCR£i£ - AC PAD �s.4' "I W000 FENC£ L6 �a �0. 5' 10'x10' JEA EQUIPMENT- �` EASEMENT W/ CONCRETE S8 9'4 8'43 "W MEASURED 15 5, 1 �) TRANSFORMER PAD S89°35'07"W PLAT 155.16' L 0 T 9 M�O�tED 4ID-AS 00' Piet 40. 0 IN SQUARE FOOTAGE INFORMATION OO �! CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14 S. F. � 00 •10 M e h r. N • LA S. F. • GAZEBO (NOT IN SCOPE) 170 s • WOOD DECK 190 S. F. 8 / S. F. C c m P.C.G S. F. SI � w �I S. F. 31 • LOT AREA 21,925 S. F. STRUCTURE HEIGHT AND # OF STORIES • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. ± 1,3'— 1 0 • NUMBER OF STORIES 1 F O • TYPE: V— B J O PROTECTION: UN PROTECTED Z z� �\ x LOT 4 S O 1 �' Go n 4 S� J7" L VE "K S �� aQ • • /3 � 0.5. 12` PALM h qtr epcK is 4 ? SIORY �'+., tlP+dY'P;j"gqA£ 10_ RfSIDENCEFR4k, No, l a apu a�tt J , �• k h 5 WOOD FENCE ori o� q. � �P.S 10'x10' JEA EQUIPMENT ��l N 1 M7�`�e" EASEMENT W/ CONCRETE V� 89°48'43"W AlEMM 155. 16'TMA"s�°RMER PAP S S)89°35'07"W PUT 155.16' I �� / L 0 T S v C-- 4 Iraa �I �I SKETCH OF EXITING CON DI TI 0 S SCALE: 1"=40'-O" ATLANTIC BEACH, FLA. 32233 LOT 2 LOT 3 N89°35'07"E 30.00 'RAT A89'36'1 9 "E 2 9. 6 8 MEASURED 03 /09 x Q—— 1— x. x LOT 4 PROPOSED DECD S O s � A 0.4' 4' 4 s, 12" PALM aC)ro BRICK PAVER WA CK 1 & 2 STpRY SME, r) RES/DENC No. 1858 W 4 U 01 m POOL EOUIP,y�XN7 CONCR£i£ - AC PAD �s.4' "I W000 FENC£ L6 �a �0. 5' 10'x10' JEA EQUIPMENT- �` EASEMENT W/ CONCRETE S8 9'4 8'43 "W MEASURED 15 5, 1 �) TRANSFORMER PAD S89°35'07"W PLAT 155.16' L 0 T 9 M�O�tED 4ID-AS 00' Piet 40. 0 IN PROPOSED SITE PLAN SCALE: 1 "=30'-0" GENERAL NOTES: 1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS. 2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. 3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500 PSF. IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY—MIX IN ACCORDANCE WITH A.S.T. SPECIFICATIONS. 6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. 8. PROVIDE l'4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE. 9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNGLAZED. 12. THIS IS A BUILDERS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IPIRIGATION LINES AND REPORT ANY CONFLICT WITHI THIS SET OF PLANS IN WRITING TO THE ARCHITECT. COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. COMMUNITY DEVELOPMENT APPROVED CODE ANALYSIS: • 2014 FLORIDA BUILDING CODE — BUILDING (5th Edition) • 2014 FLORIDA BUILDING CODE — RESIDENTIAL (5th Edition) • 2014 FLORIDA EXISTING BUILDING CODE (5th EDITION) •• WORK AREA COMPLIANCE METHOD %CHAPTERS 5-13) THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 & 8, 2014 EXISTING BUILDING CODE (5th EDITION) ••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT • 2011 NATIONAL ELECTRICAL CODE SQUARE FOOTAGE INFORMATION OO �! CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14 S. F. � 00 •10 M e h ADDITION (NOT IN SCOPE) 285 N • LA S. F. • GAZEBO (NOT IN SCOPE) 170 s • WOOD DECK 190 S. F. 8 / S. F. • c m P.C.G S. F. SI � w �I S. F. 31 • LOT AREA 21,925 PROPOSED SITE PLAN SCALE: 1 "=30'-0" GENERAL NOTES: 1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS. 2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. 3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500 PSF. IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY—MIX IN ACCORDANCE WITH A.S.T. SPECIFICATIONS. 6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. 8. PROVIDE l'4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE. 9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNGLAZED. 12. THIS IS A BUILDERS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IPIRIGATION LINES AND REPORT ANY CONFLICT WITHI THIS SET OF PLANS IN WRITING TO THE ARCHITECT. COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. COMMUNITY DEVELOPMENT APPROVED CODE ANALYSIS: • 2014 FLORIDA BUILDING CODE — BUILDING (5th Edition) • 2014 FLORIDA BUILDING CODE — RESIDENTIAL (5th Edition) • 2014 FLORIDA EXISTING BUILDING CODE (5th EDITION) •• WORK AREA COMPLIANCE METHOD %CHAPTERS 5-13) THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 & 8, 2014 EXISTING BUILDING CODE (5th EDITION) ••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT • 2011 NATIONAL ELECTRICAL CODE UNSPRINKLED WIND ZONE INFORMATION (ULESS SPECIFIED BY THE ENGINEERINR OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSEd) BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130 m p h WIND IMPORTANCE FACTOR 1.0 I A II BUILDING CATEGORY pp WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT .18 DRAWING INDEX - G -1 SQUARE FOOTAGE INFORMATION : • CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14 S. F. • ADDITION (NOT IN SCOPE) 285 S. F. • UNFINISHED GARAGE (NOT IN SCOPE) 452 S. F. • GAZEBO (NOT IN SCOPE) 170 S. F. • WOOD DECK 190 S. F. • BRICK PAVERS 3818 S. F. • PROPOSED DECK 983 S. F. • TOTAL COVERAGE 7012 S. F. 31 • LOT AREA 21,925 S. F. STRUCTURE HEIGHT AND # OF STORIES • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. ± 1,3'— 1 0 • NUMBER OF STORIES 1 TYPE OF CONSTRUCTION • TYPE: V— B • PROTECTION: UN PROTECTED UNSPRINKLED WIND ZONE INFORMATION (ULESS SPECIFIED BY THE ENGINEERINR OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSEd) BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130 m p h WIND IMPORTANCE FACTOR 1.0 I A II BUILDING CATEGORY pp WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT .18 DRAWING INDEX - G -1 COVER D-1 DEMOLITION PLAN A-1 FOOTING PLAN A-2 DECK FRAMING PLAN A— 2A DECK FRAMING PLAN A-3 FLOOR PLAN A-4 ROOF FRAMING PLAN A-5 ROOF PLAN A-6 ELEVATIONS TITLE SCALE N.T.S. �� U w Q M M N N r7 n M U- U- n n� u U w o 0 0 m U LL Jl-1 Lij O z z J w 0 ^ Y (vL�j U Q w 0 O � Who Q C Q 00 Ln 00 r COUNTY MAP cCE- n A orE-i LOCATION MAP PARCEL MAP GENERAL NOTES: FLEMING RESIDENCE 1858 SELVA GRANDE DRIVE SEE LOCATION MAP SEE SKETCH of EXISTING CONDITIONS T2 n r 0 J l0T 3 N89°35'07"E 30.00 PIAT N89'36'1 9 "E 29.681 03 x - LOT 4 s S �o Quo O A O� Off. �o 0< � U 4 s sr' uvE oax �o i 0.s 12" PALM ALJ' t1' r L' MR oftR 1 4 N0. Igo IF h X 6' 75.4' ,� !� C� Qly µpm 0 FENCE o, -�/!^ ) CV AC'S. WOW JFA EOLAPMENT �, A.,. Q O S89°48'43"W Rm 155.16'TM"� � vc'aE,E �' V S89°35'07"W PUT 155.16' L O T 9 _ 3 0/ I Pac �ssI 11 SK ETCH OF EXITING CON D I TI SCALE: 1"=40'-O" ATLANTIC BEACH, FLA. 32233 LOT 2 LOT 3 N89°35'07"E_ 3 0.0 0 'PUT N89'36'1 9 "E 2 9.6 8 MEASURED 03 X X09 7,2. X ,� 5 q-, � 4' 0 r H O J LOT 4 PROPOSED DECK O ��o s Amo 4f `9�� 1 3 4' U Z 4 s� ' LIVE OAK 3 0.5' 12" PALM h .�0(0 BRIC!( Pq VER WALK RES pfNCE_ W, No. 1858 4 % j 4 U m POOL❑ EOUIPMEN7 CO/y C X x ACPAD 'h B HOOD FEN75.4'CE obi N 9' x WOO' JEA EQUIPMENT- EASEMENTS89'48'43 "W MEASURED 155.16 TRANSFORMER CONCRETE PAD S89°35'07"W PLAT 155.16' L 0 T 9 PROPOSED SITE PLAN SCALE: 1"=30'-O" 1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS. 2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. 3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500 PSF. IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WO K. 5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY—MIX IN ACCORDANCE WITH A.S.T. SPECIFICATIONS. 6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. 8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE. 9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNGLAZED. 12. THIS IS A BUILDERS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE Pl_�NS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TQ ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSE BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130 m p h WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT .18 COMMUNITY DEVELOPMENT APPROVED DRAWING INDEX G-1 CODE ANALYSIS: D-1 DEMOLITION PLAN A-1 • 2014 FLORIDA BUILDING CODE — BUILDING (5th Edition) DECK FRAMING PLAN A -2A • 2014 FLORIDA BUILDING CODE — RESIDENTIAL (5th Edition) A-3 FLOOR PLAN • 2011 NATIONAL ELECTRICAL CODE ROOF FRAMING PLAN A-5 ROOF PLAN SQUARE FOOTAGE INFORMATION ELEVATIONS w o w • CONDITIONED FLOOR (NOT IN SCOPE) 1 1 14 S.F. • ADDITION (NOT IN SCOPE) 285 S.F. ' UNFINISHED GARAGE (NOT IN SCOPE) 452 S.F. • GAZEBO (NOT IN SCOPE) 170 S.F. • WOOD DECK 190 S.F. • BRICK PAVERS 3818 S.F. • PROPOSED DECK 983 S.F. • TOTAL COVERAGE 7012 S.F. 31 • LOT AREA 21,925 S.F. STRUCTURE HEIGHT AND # OF STORIES 0 MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 13'— 10" • NUMBER OF STORIES 1 TYPE OF CONSTRUCTION • TYPE: V— B • PROTECTION: UN PROTECTED UNSPRINKLED WIND ZONE INFORMATION (ULESS SPECIFIED BY THE ENGINEERINR OF RECORD) PROPOSED SITE PLAN SCALE: 1"=30'-O" 1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL REQUIREMENTS OF THE STANDARD BUILDING CODE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL LATEST EDITIONS. 2. PROVIDE GFI CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. 3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500 PSF. IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WO K. 5. ALL CONCRETE SHALL ACHIEVE 2500 PSI BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY—MIX IN ACCORDANCE WITH A.S.T. SPECIFICATIONS. 6. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. —615 GRADE 60. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. 8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL WHEREVER CONCRETE SLAB BUTTS AND VERTICAL STRUCTURE. 9. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SUB—CONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (min) .6, EXTERIOR USE AND INTERIOR USES AND INTERIOR — WET, COEFFICIENT OF FRICTION MIN.8 UNGLAZED. 12. THIS IS A BUILDERS SET OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE Pl_�NS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TQ ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ONE: (ENCLOSED OR PARTIALLY ENCLOSE BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130 m p h WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT .18 COMMUNITY DEVELOPMENT APPROVED DRAWING INDEX G-1 COVER D-1 DEMOLITION PLAN A-1 FOOTING PLAN A-2 DECK FRAMING PLAN A -2A DECK FRAMING PLAN A-3 FLOOR PLAN A-4 ROOF FRAMING PLAN A-5 ROOF PLAN A-6 ELEVATIONS TITLE SCALE: N.T.S. N 'N W s Q D M M N N M J LL. nnn� u U W a 0 %� LL o J m U z z L-1 W c Y U Q w 0 O w o w 0 0 �7 Q w a00 Lf7 00 T_ N 'N W s Q D II �I I I I I I I SCOPE OF WORK FOR THIS DRAWING THAT IS TO BE CONDUCTED IS THE REMOVAL OF ALL DECKING, DECD FRAMING, POSTS, CONCRETE FOOTERS, STA RS, GATES A D ALL MISCELLANEOUS TEM S ASSOCIATED WITH DECK SUCH AS RECEPTACLES, SWITCHES, EXTERIOR LIGHT FIXTURES AND WHAT IS NOTED THAT CONCERNS THE EXISTING ROOF. NO WORK TO BE CONDUCTED N THE INTERIOR OF EXISTING STRUCTURE. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AN DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY ARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. u DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES DEMOLITION PLANY4SCALE: 0 I �I M 04 N N J LL u U 0 W o o o J�I nnn Z z w w Y U o Q w 0 O � XO w o Q J 00 00 EXISTING 1& 7 STORY RESIDENCE Ni) '',,OR'K �I j i III II j I I j SII Zo / III SCOPE OF WORK FOR THIS DRAWING THAT IS TO BE CONDUCTED IS THE REMOVAL OF ALL DECKING, DECD FRAMING, POSTS, CONCRETE FOOTERS, STA RS, GATES A D ALL MISCELLANEOUS TEM S ASSOCIATED WITH DECK SUCH AS RECEPTACLES, SWITCHES, EXTERIOR LIGHT FIXTURES AND WHAT IS NOTED THAT CONCERNS THE EXISTING ROOF. NO WORK TO BE CONDUCTED N THE INTERIOR OF EXISTING STRUCTURE. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AN DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY ARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. u DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES DEMOLITION PLANY4SCALE: 0 I �I M 04 N N J LL u U 0 W o o m J�I nnn Z z w w Y U �IIII���777 Q w 0 O � XO w 0 Q J 00 00 FOOTING SCHEDULE TYPE LENGTH WIDTH DEPTH BOTTOM REINF. REMARKS LONG WAY SHORT WAY O 2'-6" 2'-6" 1'-0" 3—#5 3—#5 PAD TYPE OB 1'-4" 1'-4" 10" 2—#5 2—#5 PAD TYPE NOTES: 1) ALL PAD FOOTINGS ARE CENTERED ON CENTERLINE OF COLUMN. 2) TOP OF PAD TO BE FLUSH w/ GRADE P.T. 4x4 w/ SIMPSON ABU44 @ BASE TO UNDERSIDE OF SILL BEAM (TYP of 9), SEE DECK FRAMING P -AN Y2"x6" WEDGE ANCHOR BOLT (2) #5 BARSea. WAY. PROVIDE 3" COVER 8' 9�-6128„ SIMPSON ABU44 w/ (2) Y2"x4" THROUGH BOLT & 2" WASHERS ea. SIDE ASSUMED GRADE 7 13 O 2 SECTION A-� SCALE Y4" = V-0" 8'-12" I I I I 1H1 L --J L -_J r i CB)r- -I I I I El I 1 El I CONT. P.T. 6x6 w/ SIMPSONI -IN ABU66 @ BASE UP TO UNDERSIDE OF RAFTER BEAM (TYP of 8), SEE ROOF FRAMING PLAN EXISTING 1& 2 ,'TORY RESIDENCE NO WORK CONT. P.T. 6x6 w/ SIMPSON ABU66 @ BASE UP TO UNDERSIDE OF RAFTER BEAM (TYP of 8), SEE ROOF FRAMING PLAN SIMPSON ABU66 w/ (2) Y2"x4" THROUGH BOLT & 2" WASHERS ea. SIDE ASSUMED Y2%6" WEDGE GRADE ANCHOR BOLT / ^ a • (3) #5 BARS ea. WAY. PROVIDE 3" COVER 2'-6" IN I B r--� 1 _ I J P.T. /l -x4 w/ ----i SIMPSON AHU44 @ I BASE TO UNDERSIDE OF SILL BEAM (TYP of 9), SEE DECK FRAMING PLAN �I I L J� (TYP A I I I I I— I I I I / I I I I A I ❑ 1 I I I NEW 2'x7' -10"x4" SLAB ON GRADE @ BASE OF NEW STAIRS, FIELD ADJUS I AS REQUIRED O I I I o-1 L__J 11-94" 1 SECTION A-1 SCALE 3/a" = T-0" 5'-1 18" @B - i )r ----1I I I L__J ILLI I I L --___J EXISTING 12" PALM © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 (5th EDITION). 1. LIVE LOADS: UNIFORM LIVE LOADS FLOOR 40 PSF ROOF 20 PSF STAIR 40 PSF 2. LATERAL LOADS: WIND DESIGN PER FBC 2010, ASCE7-10 BASIC WIND SPEED 130 MPH RISK CATEGORY II EXPOSURE B MEAN ROOF HEIGHT 19'-9Y2" ROOF PITCH 4/12 ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENTS +/— 0.18 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-08 REQUIRED COMPRESSIVE STRENGTHS: SLAB ON GRADE f'c = 3000 PSI CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL — ASTM A615 GRADE 60 WELDED WIRE FABRIC — ASTM A185 SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 40 BAR DIAMETERS. 4. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS REQUIRED SOIL BEARING CAPACITY 2500 PSF 5. TIMBER: ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC & TPI & NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. PROVIDE TEMPORARY CHORD BRACING UNTIL ROOF SHEATHING IS IN PLACE. ALL WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWINGS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PROVIDE HURRICANE CLIPS AT BOTH ENDS OF EA. RAFTER AND TRUSS. THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN FBC 2014 TABLE 2304.9.1 FASTENING. 6. BRACING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN IN THIS DRAWING. 8. MEANS AND METHODS: THE ARCHITECT SHALL NOT HAVE CONTROL OR Br 1 E RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER AND ARCHITECT FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STAN[ -RDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES FOUNDATION PLAN SCALE: Y"=1'-0" 4 co coN N N M J n n� LL u U n W o 00 U o nnn z J �I z 0 F- W Q Y U W o j w O W 0 Q J 00 tf') 00 T- N N I I w b N (:D CONT. P.T. 6x6 SIMPSON HUCQ210-2 SIMPSO U21 0— ,j AA 210— AA AA A-2 A-2 #2 S.Y.P. P.T. 2x12 SILL BEAM TO ALIGN w/ OUTER FACE OF POST I O P. T. 2x12 SILL BEAM CENTERED ON POST C SIM SON -U2'0-2 CO T. P.T. 6x #2 S.Y.P. P.T. #2 S.Y.P. P.T. 2x12 2x12 SILL BEAM SILL BEAM TO ALIGN CENTERED ON ii w/ OUTER FACE OF POST POST SIMPSON HUCQ210-2 #2 S.Y.P. P.T. 2x12 SILL BEAM TO ALIGN w/ OUTER FACE OF POST O SIMPSON HUCQ210-2 #2 S.Y.P. P.T. 2x12 SILL BEAM TO ALIGN w/ OUTER FACE OF POST SIMPS01` SIMPSON U210 HUCQ210-2 CONT. P.T. LOCATE #2 S.Y.P. P.T. 6x6 2x12 SILL BEAM TO POST AS NOTED O 259-6116" 24' (TYP) DD 12' 12' A-2 Q0 O O O #2 S.Y.P P.T. 2x8 LEDGER 00 OO(TYP) SEE SHEET A -2A FOR JOIST LAYOUT rD ID A-2 O EXISTING 18c 2 `TORY RESIDENCE NO WORK TA0 i EXISTING 37" OAK 11'-102" 11'-102" EXISTING 12" PALM © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. F SIMPSON HUCQ210-2 IMPSON EXISTING — #2 S.Y.P. P.T. STRUCTURE 2x12 SILL BEAM IUCQ210-2 CONT. P.T. 6x6CC C IMPSON A -2A-2 IUCQ210-2 #2 S.Y.P P.T. 2x8 LEDGER m SILL BEAM PLAN CONT. P.T. 6x6 SIMP`. U21 EXISTING STRUCTURE Y4"x3„ TAP—CON G #2 S.Y.P. P.T. 2x12 SILL EAM TO ALIGN w/ STING STRUCTURE SIMPSON HUCQ210-2 EXISTING STRUCTURE #2 S.Y.P. P.T. 2x8 RIM JOIST NOTCHED INTO 6x6 SIMPSON HUCQ210-2 #2 S. Y. P. P.T. 2x12 SILL BEAM CONT. P.T. c!"a SIMPSON BCS2-2-4 DD S. Y. P. 2x12 BEAM #2 S. Y. P. P.T. 2x8 LEDGER SIMPSON HUCQ210-2 #2 S.Y.P. P.T. 2x12 SILL BEAM #2 S.Y.P. P.T. 2x12 SILL BEAM T. 4x4 SILL/BEAM DETAILS SCALE 3/4"= 1'-0" DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES DECK FRAMING PLAN Y4SCALEo„' ya r 0 r N W v W c. m Q N J Q J goZ cc NN Ul �a� C9 e o a a it N I w S N M M N N M Q J LL nnn u U oW o o m U J z Z w Y U Q w 0 O � LLJ X w O I--1 0 E=I Q ofJ 00 00 T_ it N I w S N 25'-61 6 TYP. P.T. 2x8 RIM JOISTS PERIMETER P.T. 2x8 JOISTS 24" O.C. 1 A -2A (TYP) EXISTING 1& 2 STORY RESIDENCE NO WORK m D L. P.T. 2x8 OISTS HERE a SIM SON LU28 JO ,j to EXISTING P.T. 2x LEDGER P.T. 2x6 BLOCKING MID—SPAN OF JOISTS ALIGN STRINGER GE w/ EXISTING 12' 11 DBL. P.T. 2x12 STAIR STRINGERS 1 1'-102" 24' 12' EXISTING 12" PALM O COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF RARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO A Y PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXISTING— #2 S.Y.P. PT 2x6 SPACED DECK BOARD #2 S.Y.P. PT 2x8 JOIST SIMPSON LU28 JOIST to EXISTING 1 DECK FRAMING SECTION A -2A SCALE %4' = V-0" PROVIDE (3) #12d NON -CORROSIVE GALV. FASTENERS @ LAP #2 S.Y.P. PT 2x8 JOIST #2 S.Y.P. PT 2x12 SILL BEAM 2 DECK FRAMING SECTION A -2A SCALE Y4' = V-0" • P.T. DECK ATTACHMENT TO P.T. DECK JOISTS - USE (2) #10x3" COUNTERSUNK FLAT HEAD NON -CORROSIVE WOOD SCREW @ ea. JOIST PER DECK BOARD (12d GALV. MAY BE USED IN LIEU OF WOOD SCREW) :o FLOOR JOIST FASTENERS - (3) 12d GALV ea. JOIST DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES DECK FRAMING PLAN SCALE: Y"=1'-0„ 4 r1A M cy lful N N N cy)Q J nnn LL af u U W a m 0 U LL O H J z w � � J w Q Y U w 0 Of wO w w 0 Q 0 E -1 Q fl � w 00 00 T_ 25'-616 r SIN EXISTING 8c 2 STORY RESIDENCE NO WORK I/ M SEE STAIR - NOTE NEW 2'x7' -10"x4" SLAB ON GRADE @ BASE OF NEW STAIRS, FIELD ADJUST AS REQUIRED © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPY- 3HT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS l�ND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANI PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 24' 11'-102" 11„ EXISTINGW37"3OAK DECK BOARDS FLUSH w/ RIM JOIST HERE *EXISTING 12" PALM GUARD RAILS NOT DRAWN FOR CLARITY, HOWEVER, SHOULD CONDITIONS REQUIRE RAILS, REFER TO GUARD RAIL NOTE FOR LOCATIONS AND CONSTRUCTION. SIN SIN CONT. PT 6x6 POST (TYP of 8) GUARD RAIL NOTE: DEPENDING ON FIELD CONDITIONS. DIMENSIONS MAY VARY :,UT MUST COMPLY w/ 2014 FLORIDA BUILDING CODE (5th EDITION R 312.1-R312.2 FOR GUARD RAILS REQUIREMENTS AND OPENINGS. * HEIGHT: SHALL BE 36" (min) WHEN PORCH, BALCONY RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE. SHALL BE 34" ON OPEN SIDE STAIRS EXCEEDING 30" OR MORE ABOVE FLOOR OR GRADE. * OPENINGS: SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4Y2" IN DIAMETER TO PASS THROUGH STAIR NOTE: DEPENDING_ ON FIELD CONDITIONS. DIMENSIONS MAY VARY BUT MUST COMPLY w/ 2014 FLORIDA BUILDING CODE (5th EDITION) R 311.7.5—R311.7.5.3_ FOR TREAD DEPTH AND RISER HEIGHTS AND STAIR WIDTHS. * RISERS:TV (max) w/ NO MORE THAN %" DIFFERENCE B/T HEIGHTS AND LOWEST RISER * TREADS: 10" (min) DEPTH w/ NO MORE THAN %" DIFFERENCE B/T LONGEST AND SHORTEST TREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25" * WIDTH: 36" (min) CLEAR WIDTH ABOVE HANDRAIL AND 31Y2" BELOW HANDRAIL. • P.T. DECK ATTACHMENT TO P.T. DECK JOISTS — USE (2) #10x3" COUNTERSUNK FLAT HEAD NON—CORROSIVE WOOD SCREW @ ea. JOIST PER DECK BOARD (12d GALV. MAY BE USED IN LIEU OF WOOD SCREW) • RIM JOIST to FLOOR JOIST FASTENERS — (3) 12d GALV ea. JOIST DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE ' TH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FL_RIDA STATUTES FLOOR PLAN SCALE: 4 !19 9 �t N w s N M N N N n � M �J J u_ n n�ln u U w O o m LL w 0 nnn � z J wOf Y U Q w 0 O w X O j 0 0 Q W LO LO 00 �t N w s N 2'— 10 2 0. H. 101" 2 0. H. 122 122 28'-1141" 28'-111 2 12 25-04" 25-04" SCISSORS TRUSS ST -3 SCISSORS TRUSS ST -2 SCISSORS TRUSS ST -1 STEP DOWN GABLE TRUSS 101" 2 O.H. 2 0. H. 10�" 2 0. H. 102" 1ll 02 O.H. SUGGESTED TRUSS DIAGRAM °" SCALE N.T.S. TRUSSES DRAWN HEREIN ARE FOR INFORMATION ONLY AND ARE TO BE PROVIDED BY STATE LICENSED TRUSS ENGINEER AND MANUFACTURER F. SIMPSON A35 ea. SIMPSON H2.5 ea. SIDE SIMPSON LU28 SIDE OF RIDGE to OF RAFTER to RIDGE RIDGE to TRUSS LEDGER #2 S.Y.P. 2x8 7 RIDGE 2—PLY ST -3 TRUSS (SEE #2 S.Y.P. 2x8 FRAMING PLAN) LEDGER J PROVIDE (2) #12x4 3/4" WOOD SCREWS @ ea. EXISTING TRUSS (SEE 2x6 #2 S.Y.P. PLAN BELOW) RAFTER © 24" O.C. OVER FRAMING ELEVATION #2 S.Y.P. 2x8 LEDGER SIMPSON H2.5 ea. SIDE OF RAFTER to LEDGER PROVIDE (2) WOOD SCRE EXISTING TRI PLAr OVER FRAMING PLAN #2 S.Y.P. TER ® 24" O.C. � TD2 SIMPSON HUCQ28-2 — i i i i i i i i i i i SEE OVER FRAMING DETAILS THIS SHEET TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM 1' OVER FRAMING DETAILS SCALE N.T.S. © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED T I ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEk CONSENT. 'X' BRACING & 2x OUTLOOKERS, SEE DETAIL 11 I I I TD1 I F III I. III I. I F cn III �-- cn cn cn cn cn cn cn cn cn cn 1 1 L I 111 I. I SII SII I i 1 1 ' TD3 TD2 I EXISTING 37" OAK SIMPSON TD4 HUCQ28-2 EXISTING 12" PALM TD2 TD1 2x4 BLOCK AT (inn co co N N SHEATHING JOINT 2x4 BLOCKING ROOF SHEATHING, 4-16d NAILS 4-16d SEE SCHEDULE. af U 11 I1 2x4 —BRACE _12d 2x4 OUTLOOKER w O ® O.C. TOE NAILS \ 2x4 BLOCK w 0 O � `H3 CLIP ® EA. w/ 4-12d a nnn 1=J OUTLOOKER TO TRUSS. TOE NAILS 3-12d 2x4 CAB ® 48" TRUSS TOP CHORD, EACH END ®EA O.C. F VERT. WEB DROP 3-8" VER ISN T PRESENT BRACE VERTICAL MEMBERS 00 T_ PER TRUSS MFR DETAILS 4-16d 4-16d 12d @4" 0. FROM LATERAL BRACE w/ 14-10d LATERA RACE TO BLOCK. I TELOW 12d TOE NAILS ®8" O.C. FROM TRUSS BOT CHORD — 2x4x8' SYP#2 LATERAL 2x4 ® 48"TO DOUBLE TOP PLATE BRACE ® 48" O.C. w/ H3 ® 48" WALL STUD AND 3-16d INTO EA. TRUSS DBL TOP PLATE SHEATHING, SEE SCHED PLATFORM FRAMING AND DROPPED GABLE TRUSS GABLE END BRACING SCALE: N.T.S. _ TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM @ 8'-0" ABOVE FINISH DECK 6x6 POST TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM 6x6 POST SIMPSON BC46 TD1 TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM SIMPSON MTS24C —� 6x6 POST SIMPSON MSTA30 103/4" OVER BEAM & DOWN POST 12" 6x6 POST TD2 TD4 SIMPSON LCE4 OUTER FACE OF ea. BEAM CORNER SIMPSON MSTA24 UP & OVER BEAM & DOWN POST 12" TYP #2 S.Y.P. 2x8 BEAM w/ CONT. Y2" PLYWD SHIM TIE DOWN DETAILS SCALE N.T.S. X–BRACE SPACING SCHEMATIC NOTE A 4' M11\ W/2 NOTE A: ADDITIONAL BRACES AS REQ'D., EQUALLY SPACED W/ SPACING OF 5'-8" MAX. PROVIDE BLOCKING FOR ROOF DECK @ RIDGE. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS .AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 1'-'.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ROOF FRAMING PLAN Y4SCALEo, 0 ya Fay ,+ N V � a cc Q N J Q J_ Wg Z 0 CC H Y {� 0 >e o Q a a (inn co co N N co JLLQ af U 11 I1 W 11 D 00 U w O l\ 11 A 1— Q w 0 O � XO w W/2 NOTE A: ADDITIONAL BRACES AS REQ'D., EQUALLY SPACED W/ SPACING OF 5'-8" MAX. PROVIDE BLOCKING FOR ROOF DECK @ RIDGE. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS .AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 1'-'.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ROOF FRAMING PLAN Y4SCALEo, 0 ya Fay ,+ N V � a cc Q N J Q J_ Wg Z 0 CC H Y {� 0 >e o Q a a (inn co co N N co JLLQ af U no W 0 u- D 00 U w O nnn I 1 D Z z J 2 w U 1— Q w 0 O � XO w a nnn 1=J W z Q V > J 00 00 T_ CONT. EAVE M ETAL 2x6 FASCIA w/ P.T. 1 x EAVE STRIP rv� i 3/8" ROUGH SAWN PLYWD SOFFIT w/ CONT. 3" SCREENED VENT (SEE PLAN) ri EAVE SECTION A-5 SCALE 3/4"=1'-0" 7/6" OSB or Y2" PLYWD ROOF DECK SCISSORS TRUSS SEE ROOF FRAMING PLAN 2x6 T&G CEILING w/ STAINED FINISH 7/6" OSB or PLYWD RO DE 2 EAV A-5 SCALE /4 3 E SECTION "=1'-0" (TYP) 7/6" OSB or Y2" PLYWD ROOF DECK SCISSORS TRUSS SEE ROOF FRAMING PLAN 2x6 T&G CEILING w/ STAINED FINISH 1x6 @ UNDERSIDE OF BEAM (RIP AS REQ'd TO BE FLUSH w/ OUTER FACE OF BEAM) SCISSORS TRUSS SEE ROOF FRAMING PLAN CONT. EAVE — FLASHING APPROVED CORROSION—RESISTANT SHALL BE APPLIED SHINGLE M ETA L N IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR 2x6 FASCIA w/ OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE P.T. 1 x EAVE G SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED STRIP RESISTANT FLASHING SHALL BE INSTALLLD AAT THE FOLLOWING LOCATIONS 3/8" ROUGH SAWN PLYWD SOFFIT w/ CONT. 3" SCREENED VENT (SEE PLAN) 1x6 @ UNDERSIDE ABOVE ALL PROJECTING WOOD TRIM. OF BEAM (FLUSH EXTERIOR PORCHES , DECKS OR STAIRS ATTACHED TOA WALL OR FLOOR ASSEMBLY w/ OUTER FACE OF BEAM) -L & ROOF INTERSECTIONS. CONT. EAVE M ETAL 2x6 FASCIA w/ P.T. 1 x EAVE STRIP 3/8" ROUGH SAWN PLYWD SOFFIT 1. R703. — FLASHING APPROVED CORROSION—RESISTANT SHALL BE APPLIED SHINGLE FASHI N IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHI G SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED ANTI—CORROSION RESISTANT FLASHING SHALL BE INSTALLLD AAT THE FOLLOWING LOCATIONS 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONARY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPING. 3. UNDER AND AT THE ENDS OF MASNORY, WOOD OR METAL COPING ABD SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES , DECKS OR STAIRS ATTACHED TOA WALL OR FLOOR ASSEMBLY OF WO DD FRAMED CONSTRUCTION. 6. AT WA -L & ROOF INTERSECTIONS. 7. AT BUILT—IN GUTTERS. __ IE / 2x Y2" PLYWD OVER TRUSS w/ SCISSORS TRUSS -/ LEDGER (1) LAYER OF HOUSE SEE ROOF WRAP \ FRAMING PLAN STEPPED DOWN \ GABLE TRUSS \ 2x6 T&G CEILING \ HARDI—BOARD LAP w/ STAINED SIDING FINISH. HOLD OL FINISH \ � © 8'-0" ABOVE �IN STARTER Y2" PAST FINISH DECK lx P.T. 6x6 1x6 @ UNDERSIDE POST OF BEAM (FLUSH w/ OUTER FACE OF 3 GABLE SECTION BEAM) A-5 SCALE Y4"=1'-0" (TYP) 2 3/4„ N 26ga. GALV. 2Y2" MTL. DRIP EDGE INSTALL ROOF FINISH OVER ORV vrnI- M AkInr n 15# UNDERLAYMENT © COPYRIGHT 2017 GERAPD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO AN PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXISTING 12" PALM ROOF VENTILATION ±635 S.F. AREA TO BE VENTED 635 / 150 = 4.2 (5) 5 S.F. NET FREE VENTILATION AREA REQUIRED 131.6 S.F. NET FREE VENTILATED AREA PROVIDED. (1)— OFF RIDGE VENTS = 2.6 S.F. 3" CONT. SOFFIT VENTS = 129 S.F. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ROOF PLAN SCALE: Y4„-1'-0,> 0 N Q Who N 06 V cc Q N J Q J 21-0 cc NI 9 �a-4 o O e � a a M coN N N 3" CONT. VENT @ EEE RIDGE VE I J LL n n�Ln u U SOFFIT w o o o � m Z Q NOT TO SCALE Q W O o w > xo W 0 Q > LLJJ LO LO 00 T_ 72" PLYWD BOUNDARY OF SHEATHING SHEATHING �I 1 EXAMPLE OF PANEL EDGE w BLOCKING INSTALL #2 BLOCKING ® _ •"•""��"•""•"�•"�'"�•"'r''""'��•'�"""��'•�"' ALL HORIZ. J I OTS ----- ............................ ... \.." . , . , ................ ........:.:... ............................. .:..:.:.;.:.:.:..'.'..........'.'..'.:.. ............... ^�. ........ ............. .. .:.:.:.:.:.:.:.:.:..."...'.'.'.'.'.'.'...'...'.'..'.'... .. NAIL SPACING AT .. .. '...........'.'.'.'..'.'.'.....'.'.......... ............................... TRP ...'. SUPPORTED EDGES, .... SEE NAILING NOTE. :.::::::..::.......•:; 1 •".' ................ .......... ........................... .........:.............................. ... EXAMPLE OF UNSUPPORTED `::: ~ N INTERIOR ZONE ' ...........•.. (UNBLOCKED) PANEL EDGE ............... (TYPICAL) ........ NAILING T h S 2 INTERMEDIATE SUPPORT: Sd RING STUDS, ROOF A-5 INTERIOR ZONE "."....... ... SHANK ® 6" O.C.(max) TRUSSES, RAFTERS OR ... ............... FLOOR JOISTS. SHEATHING NAILING DETAIL_ 8' OFF RIDGE ... SCALE: N.T.S. J VENT ..:::::.:I:... NAILING NOTE :::: �Q .•.•...•.•.•..•..•"• ....:4':.. �.. ... INTERIOR ZONE EDGE STRIPS 8d RINGSHANK NAILS © 6" 8d RING SHANK NAILS RIDGE . . . . . . O.C. EDGE AND FIELD AT 4" O.C. EDGE AND 4" OC ... .II. ... INTERIOR REGION FIELD AT EDGE REGION :: ....... 3 INTERIOR ZONE ......... A-5 24" WIDE METAL VALLEY ..".�... ........... FLASHING OVER 15 FELT \ OVER '/16" OSB or Y2„ PLYWD. G ............... :.:::::::.:::::::::::.:::::.: :. ' ' ' ..:.:.::......::.:.. ':':':':':':':':':':':':..... u •"���� ��•���•••••••�•����������� �•�•�•�•�• � EDGE STRIP....^ ..:..:.............. . .. . ................................................. ................................ ................ .....:.:.:...:......... . ......... .............. .... 1' VALLEY E EAE H E V ...... .... ....'.'....':':'::':'::':.. —::::— . 2—PLY 2x8 BEAM w/ Y2 .... :.......:. ..... PLYWD SHIM CENTERED NOT TO SCALE ...:�} .. EDGES P..:.:.:.:.:.:.'� .... Io.... EXISTING 37" OAK -- - 1 A-5 a © COPYRIGHT 2017 GERAPD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO AN PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXISTING 12" PALM ROOF VENTILATION ±635 S.F. AREA TO BE VENTED 635 / 150 = 4.2 (5) 5 S.F. NET FREE VENTILATION AREA REQUIRED 131.6 S.F. NET FREE VENTILATED AREA PROVIDED. (1)— OFF RIDGE VENTS = 2.6 S.F. 3" CONT. SOFFIT VENTS = 129 S.F. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2014 FBC 5th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ROOF PLAN SCALE: Y4„-1'-0,> 0 N Q Who N 06 V cc Q N J Q J 21-0 cc NI 9 �a-4 o O e � a a M coN N N M Q �J J LL n n�Ln u U w o o o � m Z Q W Y U Q W O o w > xo W 0 Q > LLJJ LO LO 00 T_ e 1 > < 2 > < 1 2'-101 COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT I THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 7 > < 5 > K 3 11 2 rd 3 2nd FLOOR BALCONY BEYOND 9 0 FRONT (EAST) w_ J >1 RIGHT SIDE (NORTH) x KEY NOTES 1. HARI-BOARD SIDING w/ 6" REVEAL OVER SINGLE LAYER OF HOUSE WRAP ON Y2" SHEATHING 2. 2x6 FASCIA w/ lx P.T. DRIP EDGE 3. P.T. FRAMED PORCH SYSTEM 4. METAL ROOF FINISH TO MATCH EXISTING 5. P.T. 6x6 COLUMN/POST (TYP of 8) 6. HARDI-BOARD TYPE CORNER BOARDS 7. 2x4 LATERAL BRACE (2 PLACES) DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMJM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCP_ AUTHORITY IN ACCORDANCE WITH 2014 FBC 5tIr EDITION 110.8.4.4 AND CHAPTER 633, FLORIF,' STATUTES ELEVATIONS Y4SCALEo„ M M N N M Q J LL nnn u 0 U w o m 0 %� O LL Jl-1 U z z � � I_ -I J w U U Q w 0 O > X w 0 u 0 Q w LO LOM T_