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223 Ocean Blvd RESO19-0022 Closing in Lanai/WalkwayWP7 L Lf) CL E 0 Pit 0 GENERAL NOTES 1, DEAJbNGS ARE. EIASED ON THE kSSUWED BEARING OF �_{!3'48'fl[7' 1N ALONG THE NORTHERLY RfG HT OF WAY LINE. FOR SECONO SIRE:ET: 2_ By GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE 119TMN FLOOO ZONE X - AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED JUNE 3, 2013, QX}WLINITY NUMBER 120077, PANEL A4g H _ 3. THS SURVEY REFLECTS ALL EASEMENTS 14 fTIGH7S OF WAY AS PER RECORDED PLAT &/DR ITTLE COMM111WENT F SUPPLJED. UNLESS OTHERIMSE STATED. NO OTHER TITLE VMFICATION HOS BEEN PERFORMED BY THE UNDERSIGNED, 4' THIS SURVEY IS NOT VALID 1MTH UT AN AUTHE1417C'ATM ELECTRONIC VONATURE AND ALlYRENTICATED ELECTRONIC, SEAL A - L x-- FEMM 0 r SET I/r =AWM PSW40 rs 0 +mak Mc - POOR OF aA-^j%ft PCC - POW CF COWIM M CNVATURt FRG . P( WT EF PM47= wWaUM FT POW CFTINNQKY A^ - Am MAR -SHOWING BOUNDARY SURVEY OF LOTS 1, 2 & 3, BLOCK 28, PLAT No 1, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PACE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: HUGH A. CARITHERS I& KATHERINE S. CARITHE.RS MARSH LANDING TITLE, LLC OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY tx JUL 3 0 2019 Building Department IL SCALE. 1 q' DAT£ OF FIELi? SUf VE 11-1G-2016 J013 # 31432 w I HEREBY CERWY THAT THIS SUFI .W MlQe UX)M MY RESpCkSWU CM^fWE f6 Ray 'T'hornpson AHS 1 15 THE $TAMA,= OF R]r GAL.. SET FMIH 8Y THE FUMDA IN CFRSURVEYING, . 10CWF. ` 3G U w N rminq the DISTANCE flat Yac; 9825 Un rarslry amlevaFts wes 3 p1 � fQ k C SUIRtE **APN(DADWZHP0"MPS STATE OF FLORIDA fu {Fax) 901-448.5176 �9USINES r � 489 LAND SURVEYS 'tet s v CONSTRUCTION SURVEYS 0 SUBDI SIONS a -J iDl C L ro L Lf) CL E 0 Pit 0 GENERAL NOTES 1, DEAJbNGS ARE. EIASED ON THE kSSUWED BEARING OF �_{!3'48'fl[7' 1N ALONG THE NORTHERLY RfG HT OF WAY LINE. FOR SECONO SIRE:ET: 2_ By GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE 119TMN FLOOO ZONE X - AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED JUNE 3, 2013, QX}WLINITY NUMBER 120077, PANEL A4g H _ 3. THS SURVEY REFLECTS ALL EASEMENTS 14 fTIGH7S OF WAY AS PER RECORDED PLAT &/DR ITTLE COMM111WENT F SUPPLJED. UNLESS OTHERIMSE STATED. NO OTHER TITLE VMFICATION HOS BEEN PERFORMED BY THE UNDERSIGNED, 4' THIS SURVEY IS NOT VALID 1MTH UT AN AUTHE1417C'ATM ELECTRONIC VONATURE AND ALlYRENTICATED ELECTRONIC, SEAL A - L x-- FEMM 0 r SET I/r =AWM PSW40 rs 0 +mak Mc - POOR OF aA-^j%ft PCC - POW CF COWIM M CNVATURt FRG . P( WT EF PM47= wWaUM FT POW CFTINNQKY A^ - Am MAR -SHOWING BOUNDARY SURVEY OF LOTS 1, 2 & 3, BLOCK 28, PLAT No 1, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PACE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: HUGH A. CARITHERS I& KATHERINE S. CARITHE.RS MARSH LANDING TITLE, LLC OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY �..� L v EU JUL 3 0 2019 Building Department City of Atlantic Beach, I~I SCALE. 1 q' DAT£ OF FIELi? SUf VE 11-1G-2016 J013 # 31432 CERTIFICATE I HEREBY CERWY THAT THIS SUFI .W MlQe UX)M MY RESpCkSWU CM^fWE Ray 'T'hornpson AHS 1 15 THE $TAMA,= OF R]r GAL.. SET FMIH 8Y THE FUMDA IN CFRSURVEYING, . 10CWF. j f C:. U FLC7Rt A STA,7UTE• rminq the DISTANCE flat Yac; 9825 Un rarslry amlevaFts wes Jnrksmwjee F"a 32217 k tPnone} sea- 48-s>REGISTEREE? SUIRtE **APN(DADWZHP0"MPS STATE OF FLORIDA {Fax) 901-448.5176 �9USINES r � 489 LAND SURVEYS 'tet s v CONSTRUCTION SURVEYS 0 SUBDI SIONS DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: 2017 FLORIDA BUILDING CODE - EXISTING WORK CLASSIFICATION - TYPE II ALTERATION (WORK AREA COMPLIANCE METHOD) DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF ROOF LOADING (cd=1.25) COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 TOP CHORD LIVE LOAD 20 psf CLAY MASONRY (BRICK): BOTTOM CHORD LIVE LOAD 10 psf TOP CHORD DEAD LOAD 7 psf (METAL) . THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD;. THE BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION CONCRETE SPECIFICATIONS: DEFLECTION CRITERIA: SHALL BE PERMITTED ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI, FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: GENERAL NOTES: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE, FOOTING AND FOUNDATIONS: MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODESFOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . PLUS = PRESSURE AND MINUS = SUCTION. (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN, OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL EMBEDS STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL _PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 PLAN, IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) MEAN ROOF HEIGHT ----------------------- 15.0 FT - �� ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2/12 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 aI ,� © 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 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C BUILDING CATEGORY ----------------------- II i -- ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLAB ON GRADE: ENCLOSURE CLASSIFICATION -----------------ENCLOSED �°� DENOTES EDGE STRIP. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN COMPA CTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR INTERNAL PRESSURE COEFFICIENT -------------- t .18SEE SEE C & C CHART PREVENTION OF SUBTERRANEAN TERMITES. ABOVE FOR 'a' DIMENSION SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE MATERIAL SPECIFICATIONS � 0 METHODS. -7r a a WOOD FRAMING SPECIFICATIONS: HARDWARE AND ANCHORS:o o ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED, IF ACZA ASTM A 307 OR ASTM F 1554 GRADE 36.[NOT ACTUAL PLAN] 7r a 7r 7r PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. � WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). ROOF COVERING SPECIFICATIONS: NUTS: SHALL IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEMASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND INSTALLED ACCORDING METAL CONNECTORS: . D B ORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO D NG TO THE EXTERIOR SHALL BE GALVANIZED. MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE 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 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 METAL FLASHING AND VALLEY MATERIALS. LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: WATERPROOFING: (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SHALL MEET OR EXCEED THE FOLLOWING DESIGN -PR TIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFI-, MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND -- HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED,,.. PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT " SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM, OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATL %1 T IC SEACH SET 7 R!ia,iTS FG:74 �" CD 7`3NtAL RIrwJ:i�Eiv ENTS iu� , 010t4DITIONS REVIEWED BY: DATE: "7 3 SIMPSON CONNECTORS WOOD FASTENING SCHEDULE Pi LEGEND AND ABBREVIATIONS CONNECTOR ROOF SHEATHING SPECIFICATIONS: MIN. BRG. FASTENERS FL# CODE MEMBERS CONNECTION FASTENER TYPE SHANCGLE- MIN. 3/6", 32/16, 4'-0" OF ROOF EDGE). APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITH(` TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. A35 450 450 WALL SHEATHING SPECIFICATIONS: 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-.16d) 3 -GUN NAILS FLEXIBLE FINISH -MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE 11478.3 INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. (2-�16d) 3 -GUN NAILS STUCCO FINISH. -MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d © 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL 11470.3 STUDS TOE NAIL (8d @ 6") GUN NAIL @ 6" MTS12 TOP CHORD LIVE LOAD 20 psf CLAY MASONRY (BRICK): BOTTOM CHORD LIVE LOAD 10 psf TOP CHORD DEAD LOAD 7 psf (METAL) . THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD;. THE BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION CONCRETE SPECIFICATIONS: DEFLECTION CRITERIA: SHALL BE PERMITTED ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI, FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: GENERAL NOTES: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE, FOOTING AND FOUNDATIONS: MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODESFOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS . PLUS = PRESSURE AND MINUS = SUCTION. (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN, OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL EMBEDS STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL _PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 PLAN, IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) MEAN ROOF HEIGHT ----------------------- 15.0 FT - �� ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2/12 UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 aI ,� © 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 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C BUILDING CATEGORY ----------------------- II i -- ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLAB ON GRADE: ENCLOSURE CLASSIFICATION -----------------ENCLOSED �°� DENOTES EDGE STRIP. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN COMPA CTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR INTERNAL PRESSURE COEFFICIENT -------------- t .18SEE SEE C & C CHART PREVENTION OF SUBTERRANEAN TERMITES. ABOVE FOR 'a' DIMENSION SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE MATERIAL SPECIFICATIONS � 0 METHODS. -7r a a WOOD FRAMING SPECIFICATIONS: HARDWARE AND ANCHORS:o o ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED, IF ACZA ASTM A 307 OR ASTM F 1554 GRADE 36.[NOT ACTUAL PLAN] 7r a 7r 7r PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. � WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). ROOF COVERING SPECIFICATIONS: NUTS: SHALL IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEMASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND INSTALLED ACCORDING METAL CONNECTORS: . D B ORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO D NG TO THE EXTERIOR SHALL BE GALVANIZED. MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE 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 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 METAL FLASHING AND VALLEY MATERIALS. LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: WATERPROOFING: (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SHALL MEET OR EXCEED THE FOLLOWING DESIGN -PR TIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFI-, MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND -- HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED,,.. PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT " SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM, OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATL %1 T IC SEACH SET 7 R!ia,iTS FG:74 �" CD 7`3NtAL RIrwJ:i�Eiv ENTS iu� , 010t4DITIONS REVIEWED BY: DATE: "7 3 SIMPSON CONNECTORS WOOD FASTENING SCHEDULE Pi LEGEND AND ABBREVIATIONS CONNECTOR UPLIFT MIN. BRG. FASTENERS FL# CODE MEMBERS CONNECTION FASTENER TYPE INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE HEADER SIZE, JACK AND DESIGNATES SHEARWALL. THE (2)2X8-1 /2 KING STUD QUANTITY. ------- -- HIDDEN LINE DESIGNATES SIDE OF --- --- _ WALL THE SHEARWALL SHEATHING SW 3"/ 6" TO BE APPLIED. 8d @ 3/6 DESIGNATES 8d COMMONS © 3" O.C. EDGE & 6" O.C. "IN THE FIELD" L4x31/2 „x1/4 SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. A35 450 450 12-8dx1'/2 " 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-.16d) 3 -GUN NAILS H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAIL (2-�16d) 3 -GUN NAILS H8 620 530 5-10dx1'/2" EA. END 11470.3 RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" MTS12 1000 860 7-10dx11/2" EA. END 10456.3 CEILING JOIST TO TOP PLATE TOE NAIL (3--8d) 5 -GUN NAILS HTS20 1450 1245 24-10dx1'/2" EA. END 13872.3 CEILING JOIST, OVER PARTITIONS FACE NAIL (3- 16d) 4 -GUN NAILS MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6--16d) 8 -GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ - ADJACENT LG - Long BM -BEAM MANUF - Manufacture BOT - BOTTOM MONO - Monolithic BRG - BEARING OC - On Center CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board DBL - DOUBLE PERP - Perpendicular DIA -DIAMETER PRE ENG - Pre Engineered EA - EACH PSF - Pounds per Square Foot EE - EACH END PSI - Pounds per Square Inch P q EOR - ENGINEER OF RECORD PT - PRESSURE TREATED EQ - EQUAL QT - Quick Tie EXT - EXTERIOR REINF - Reinforce FBC - FLORIDA BUILDING CODE SF - Square Foot FDN - FOUNDATION SPF -Spruce Pine e Fur FT - FOOT SYP - Southern Yellow Pine FTG - FOOTING THRU - Through HDR - HEADER TYP - Typical HORIZ - HORIZONTAL UON - Unless Otherwise Noted LBS - POUNDS VERT - Vertical WWF - Welded Wire Fabric HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS 1-5/,,"0 ROD TO FTG. RAFTER TO PLATE TOE NAIL (3-8d 3 -GUN NAILS ) HTT5 5250 4670 32-16d TO TRUSS/BEAM 11496.2 JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS 1-5/,,"0 ROD TO FTG. ROOF RAFTER TO Zx_ RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS LUS28 930 780 6-10d TO HEADER 10655.113 CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-.16d) 4 -GUN NAILS HU410 905 785 14-16d TO HEADER 10531.36 STUD TO SOLE PLATE TOE NAIL ( 3-�16d) 4 -GUN NAILS 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d © 16") GUN NAIL 0 8" ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS 3"x0.131 "O = GUN NAILS 2"x0.113"O = RINK SHANK 2"x0.113"� = 6d 2'/2 "x0.131 "� = 8d 3 x0.148 4 = 10d 31/2 x0.162 O = 16d 1'/2 "4.148"0 = 10dx11/2 " 1'/2 "x0.131 "O = 8dx1'/2 " ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 11496.3 1_1 �� /2 0 ROD TO FTG. LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 BRICK NOTES / LINTEL SCHD LINTEL DIMENSION MIN. BRG. MAX. SPAN L3'/2 x3'/2 x'/4 4" 60_0" L4x31/2 „x1/4 6" 8'-0" L5x3'/2 "x'/4 6" 10'-0" L6x3'/2 "x'/4 6" 12'_O" L7x3'/2 "x'/4 6" 16'-0" 1. STEEL LINltLS TO BE MINIMAL 36" LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED I -=Uzz VENEER PAINT. WEATHER 2. LINTEL MORE THAN 8'-0". SHOULD I BARRIER------------ ARRIERBE BELATERALLY SUPPORTED NOT TO I EXCEED 6 FT% O.C. w/ 2-1/4x3" WD. SCREWS INTO HEADER PROVIDE A '/2" _______:__ LINTEL VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT SEE NOTE 2 3. BRICK VENEER ATTACHMENT: HORIZONTAL ItIES ® 24" O.C., VERT. TIES ® 12"C.. (FOR 11Omph WIND -ZONE VERT. TIES ® 16" 0.C.). HEADER, FLASHING SEE PLAN AT ALL OPENINGS BRICK LINTEL, SPACE TIES WITHIN SEE SCHEDULE 12" OF OPENINGS. PROVIDES/16"O WEEP HOLES ® 33" O.C. IMMEDIATELY ABOVE SECTION VIEW FLASHING. OF BRICK LINTEL -' z Og 22 LL m � Lu :ff QRZ �F� V) C5 �_ F Lrl LU _ U 05.13.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE O m m LD N Z N wpm Li z CD�QU Z < < W>ULU m �OOV ��Nz Ng U Q FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR DESIGN CRITERIA AND GENERAL NOTES SHEET 5060 SHEET 1 of 9 NEW CONCRETE TO BE POURED TO LEVEL WITH EXISTING #3x24" LONG EPDXIED 4" @24"O.C. NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. Q: a 5 4 a d. S1.01 A a a a DESIGNATES FOOTING LINE a Q DESIGNATES SAWCUT LINE Q a 7%7/ DESIGNATES SLAP RECESS ---- BEAM OR TRUSS, SEE PLAN PROVIDE SAW CUTS PER 2/S1.01, BUILDER TO COORDINATE WITH FINISH FLOOR MATERIAL. #3x24" LONG EPDXIED 4" ©24"O.C. a� Q I° " a I 4 Q d d d L1 d d N d. I (/) -4 d C 4 d D Q .a Q I a a Q t9 SYMBOLS LEGEND -----, DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE r INTERIOR LOAD BEARING WALL 7%7/ DESIGNATES SLAP RECESS ---- BEAM OR TRUSS, SEE PLAN l -1 d 4 - Q a I 4aI d aQ I Q. d I a Q a #3x24" LONG EPDXIED 41" ©24"O.C. NO STRUCTURAL CHANGE IN HATCHED AREA UNLESS OTHERWISE NOTED. EXISTING FOOTING. CONTRACTOR TO VERIFY. CONTACT EOR IF OTHERWISE ' 4 NEW CONCRETE TO S1.01 BE POURED TO LEVEL WITH EXISTING FOUNDATION PLAN SCALE: 1/4" 1. THIS FOUNDATION 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 WITH ASTM D 1557. m I❑ INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING C,,NDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIN':. OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIM',_AR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. i REVISIONS I DATE El OFFICE COPY 05.13.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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 SHEET S1.0 SHEET 2 OF 9 8" CMU WALL w/ #5 VERT. w/ STD. 90° HOOK INTO FOOTING ALIGNED w/ WALL REINFORCEMENT ABOVE. SEE PLAN OR SCHEDULE FOR SPACING. #4 CONT. 3/4" DEEP SAWCUT w/ a ELASTOMERIC SEALANT SLAB ON GRADE, #3x48" LONG w 6" SEE PLAN HOOK ® 48" O.C. a SLAB ON GRADE OR CONC. .- GRADE, SLAB, SEE PLAN. ° °. NOTES: PLAN. 1) PROVIDE SAWCUTS TO CREATE \� \\\//\ APPROXIMATE 12' X 12' MAX. SQ. C'4\\� %\\ °.. ° . �'� 2) SAWCUT CONC. SLAB WITHIN 4 ALT. FOOTING AT TO 12 HOURS OF CONC. / BUILDERS DISCRETION. PLACEMENT. 16" WIDE w/(2)#5 CONT. 1 MONOLITHIC EDGE FOOTING2 SAWCUT DETAIL 1.11 1. S01 SCALE: 3/4" = 1'-0" �-O SCALE: 3/4" = 1'-0" #5 HOOKED DOWEL BAR @48"O.C. & EA SIDE OF WINDOW DRILL 4" AND EPDXY 1—#3x24" z HORIZONTAL DOWEL BARS J 24" O.C. (TYP) QNEW MONO FOOTING —' AND SLAB TO OVER 4" CONCRETE SLAB w/ CONTRACTOR VERIFY el 0 5 " POUR ON EXISTING FIBERMESH © 1.5 LBS/CU.YD. EXISTING FOUNDATION IS �-/ OF CONCRETE OR 6x6 W1.4xW1.4 MONOLITHIC, CONTACT EOR ° WWF ON 6MIL VAPOR BARRIER IF OTHER CONDITIONS IN PREPARED GRADE. EXIST /\ EXISTING SLAB � °" ry SLAB ON GRADE OR CONC.°"'"�----� \\ \ � c� GRADE, SLAB, SEE PLAN. (2)#5 CONTI. z / EXISTING STEMWALL ° \ \ ° #3 HOOKED DOWEL BAR CLEAN COMPACTED ° 4 EPDXIED 4" ®24" O.C. FILL EXISTING FOOTING PORCH STEM WALL SCALE: 3/4" = 1'-0" NEW SLAB JOINING EXISTING MONOLITHIC SCALE: 3/4" = 1'-0" THICKENED ED( w/ 1—#5 CON . . i`rl ^ON T. SLAB ON GRADE, SEE PLAN. THICKENED SLAB SCALE: 3/4" = 1'-0" D OFFICE COPY J0 2 0g222 o W �—W N u Ln w N C%)�z�� � LI) W u 05.13.19 Christopher ) Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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 DETAILS SHEET slool SHEET 3 OF 9 BEAM ABOVE NEW OPENING IN CMU WALL SEE DETAIL N 4/S2.0 c4 N . r— CONNECT NEIN CMU WALL TO EXISTING w/ #3 DOWEL BARS EPDXIED 4", SPACE ®48" O.C. VERTICALLY 2–MSTA24 _._ _ S[M-PSON HGU5:50/12_ SDS HANGER 2–MSTA24 1 51.1 j N \ 3–PLY 16" LVL -3/2 -- --– – I� 1111 n 2–MSTA247 1111 r1 8x16 CMU LINTEL SEE DETAIL 2/S2.1 (3)2x8 POST FASTEN TO IL CMU WALL w/ 8" THREADED RODS EPDXIED 4" MIN ©48" N III STORY MASONRY WALL SEE S2.1 e7CONNECT NEW CMU WALL TO EXISTING w/ #3 DOWEL BARS EPDXIED 4", SPACE @48" O.C. VERTICALLY STRAP HEADER EA END w/ 2–MSTA24 2–PLY 9.25 LVL -2/3 3–PLY 9.25 LVL -2/3 HUC410 MASONRY HANGER W/18–jx2j TITEN 2 WALL FRAMING PLAN SCALE: 1/4" = 1'-0" SEE DETAIL 5/S2.0 REMOVE ROOF FRAMING & BEAMS IN THIS AREA 8x16 CMU LINTEL SEE 2/S2.1 -1 EXISTING FLOOR BLOCKING JOIST PER PLAN H2.5 STRAP –J\–NEW BEAM PER PLAN BEAM SECTION SCALE: 3/4" = 1'-0" 7 OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS–BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/CR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE A,vY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNE.. DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, J Lq 2 O � ° m�WuInLu Qom?* =F,< V)RU6 m c—z 8 a V) w - 2 U i 71 61 ' T OF> 14 05.13.19 Christopher ) Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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, WALL FRAMING PLAN SHEET S1.1 SHEET 40F 9 SYMBOLS LEGEND' DESIGNATES SHEARWALL, THE HIDD- SW: 3 6 LINE DESIGNATES SIDE OF WALL TH- SHEARWALL SHEATHING TO BE APF'. -D, 8d ® 9 DESIGNATES 8d COMMONS 3" OX. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. �--� BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND ,V A307 DIAMETER THREADED ROD ® TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 4/S2.1 %" A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 4/S2.1 - SIMPSON HTT5 SEE DETAIL 4/S2.0 . SIMPSON D72Z SEE DETAIL 4/S2.0 SIMPSON LTT208 SEE DETAIL 4/S2.0 EXISTING FLOOR BLOCKING JOIST PER PLAN H2.5 STRAP –J\–NEW BEAM PER PLAN BEAM SECTION SCALE: 3/4" = 1'-0" 7 OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS–BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/CR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE A,vY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNE.. DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, J Lq 2 O � ° m�WuInLu Qom?* =F,< V)RU6 m c—z 8 a V) w - 2 U i 71 61 ' T OF> 14 05.13.19 Christopher ) Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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, WALL FRAMING PLAN SHEET S1.1 SHEET 40F 9 J Z O ^ u Ver �� mew =u W QU?Nm U)�Z�� ul ul Ln W N = u t14 05.13.19 Christopher J Sahourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS I DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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, 2ND FLOOR PLAN SHEET S1•2 SHEET 5 OF 9 RAFTER SPAN TABLE ROOF RAFTER MAXIMUM ',PAN (SYP #2) 024" O.C. 016" O.C. 012" O.C. 2 x 6 2 x 8 2 x 10 14'-4" 17'-6" 20'-3" 2 x 12 16'-10" 20'-8» 23'-10„ NOTES: 1. ALL RAFTERS SHALL BE SYP#2 2. SIZES NOTED ON PLAN SHALL SUPERSEDE THIS TABLE 3. STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED. STRAP w/ (2)12d TOE NAILS WOOD WALLS 4. PAIR ALL ROOF RAFTERS WITH CEILING JOISTS, (EXCEPT AT VAULTED — 177 CEILINGS) 71 5. PROVIDE BLOCKING BETWEEN ALL RAFTERS THAT LAND ON EXTERIOR WALL 6. FASTEN RAFTERS TO RIDGE/HIPS w/ 6-0.131x3" TOENAILS UNLESS OTHERWISE NOTED. 2x12 LEDGER. 2x12 LEDGER FASTEN FASTEN TO FRAMING TO CMU w/ j x6" -- - ---- w/ 9-10d ©24"O.C. TITEN ®16"O.C. IN—\ ;� --------' '—" GROUT FILLED CELLS II II it 1 2x12 FLOOR JOISTS At I ZU - ©24"O.C. w/ LUS210 EA END ill M 2x12 LEDGER. FASTEN TO FRAMING w 9 C. 0 ©24 —10d / (3)2x12-1 /3 2x12 LEDGER. E_- ---�= — FASTEN TO FRAMING BEDS — — --- — _--� (2)HTSM16 HU210-3, w/ 9-10d ©24"O.C. cX j C HANGER Il Ii I ;il Il it lj ( ll li 2x12 FLOOR JOISTS 024"O.C, w/ 2x12 LEDGER FASTEN OFFICE COPY LUS210 EA END TO CMU w/ x6" TITEN 016"O.C. IN GROUT FILLED CELLS INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR 2ND FLOOR FRAMING PLAN STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY SCALE: 1/4" _ �'-o" VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, J Z O ^ u Ver �� mew =u W QU?Nm U)�Z�� ul ul Ln W N = u t14 05.13.19 Christopher J Sahourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS I DATE I FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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, 2ND FLOOR PLAN SHEET S1•2 SHEET 5 OF 9 STUDY i .1 �_ PROVIDE SQUASH - - - BLOCK BELOW STUD PACK (2)CS18 3—PLY 12" LVL -3/3 EEX ROOM #2 N CMU WALL S _STRAP HEADER EA END w/ 2—MSTA24 /�lrc1 o PROVIDE SQUASH BLOCK BELOW STUD PACK 2ND FLOOR WALL FRAMING PLAN SCALE: 1/4" = 1'-0" CS18 STRAPPIN(_ I DETAIL C�, 3 STRAP w/ 10" cx / x T_ END w/ 9-10d. N 0 Ell N .1 �_ PROVIDE SQUASH - - - BLOCK BELOW STUD PACK (2)CS18 3—PLY 12" LVL -3/3 EEX ROOM #2 N CMU WALL S _STRAP HEADER EA END w/ 2—MSTA24 /�lrc1 o PROVIDE SQUASH BLOCK BELOW STUD PACK 2ND FLOOR WALL FRAMING PLAN SCALE: 1/4" = 1'-0" CS18 STRAPPIN(_ I DETAIL C�, 3 STRAP w/ 10" EN., LENGTH. FASTEN T_ END w/ 9-10d. WALL FRAMING 0 Ell 0 NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST, 0 WALL FRAMING o� ­Vl CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS, CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 05,13.19 opher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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. 2ND FLOOR WALL FRAMING PLAN SHEET 5193 SHEET 6 OF 9 ki ROOF LEDGER SEE DETAIL 2/S2.0 (3)2x4 POST w/2 SDWC15600 TOP — AND BOT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" IN—FILL WINDOW W/2x4@16 STUD WALL TRUSS / ROOF RAFTER NOTES: STRAPPING NOTE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H3 UPLIFT STRAP UNLESS OTHERWISE NOTED (3)2x4 POST w/2 SDWC15600 TOP AND BOT 2x8 ROOF RAFTERS @24"O.C. (3)2x8 POST w/2 SDWC15600 TOP AND BOT 1 DATE PERMIT 05.13.19 � 1 k REVISIONS DATE ki ROOF LEDGER SEE DETAIL 2/S2.0 (3)2x4 POST w/2 SDWC15600 TOP — AND BOT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" IN—FILL WINDOW W/2x4@16 STUD WALL TRUSS / ROOF RAFTER NOTES: STRAPPING NOTE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H3 UPLIFT STRAP UNLESS OTHERWISE NOTED (3)2x4 POST w/2 SDWC15600 TOP AND BOT 2x8 ROOF RAFTERS @24"O.C. (3)2x8 POST w/2 SDWC15600 TOP AND BOT 1 RAFTER SPAN TABLE ROOF RAFTER MAXIMUM Sl -'AN (SYP #2) 024" 0. C. 016" 0. C. 012" 0. C. 2 x 6 9'-6" 11'-8" 13'-6" 2 x 8 12'-1" 14'-9" 17'-1" 2 x 10 14'-4" 17'-6" 20'-3" 2 x 12 1 16'-10" 20'-8" 23'-10" NOTES: 1. ALL RAFTERS SHALL BE SYP#2 2. SIZES NOTED ON PLAN SHALL SUPERSEDE THIS TABLE 3. STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED. STRAP w/ (2)12d TOE NAILS WOOD WALLS 4. PAIR ALL ROOF RAFTERS WITH CEILING JOISTS, (EXCEPT AT VAULTED CEILINGS) 5. PROVIDE BLOCKING BETWEEN ALL RAFTERS THAT LAND ON EXTERIOR WALL 6. FASTEN RAFTERS TO RIDGE/HIPS w/ 6-0.131x3" TOENAILS UNLESS cl OTHERWISE NOTED. OFFICE COPY INFORATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE f3EEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFOFE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCRkPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. J02 g z o CODN z �UW�u��m Q Z �W�Q (fit�YUu�m F— Z o � U-) W U 05.13.19 Dpher I Sabour FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 � 1 RAFTER SPAN TABLE ROOF RAFTER MAXIMUM Sl -'AN (SYP #2) 024" 0. C. 016" 0. C. 012" 0. C. 2 x 6 9'-6" 11'-8" 13'-6" 2 x 8 12'-1" 14'-9" 17'-1" 2 x 10 14'-4" 17'-6" 20'-3" 2 x 12 1 16'-10" 20'-8" 23'-10" NOTES: 1. ALL RAFTERS SHALL BE SYP#2 2. SIZES NOTED ON PLAN SHALL SUPERSEDE THIS TABLE 3. STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED. STRAP w/ (2)12d TOE NAILS WOOD WALLS 4. PAIR ALL ROOF RAFTERS WITH CEILING JOISTS, (EXCEPT AT VAULTED CEILINGS) 5. PROVIDE BLOCKING BETWEEN ALL RAFTERS THAT LAND ON EXTERIOR WALL 6. FASTEN RAFTERS TO RIDGE/HIPS w/ 6-0.131x3" TOENAILS UNLESS cl OTHERWISE NOTED. OFFICE COPY INFORATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE f3EEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFOFE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCRkPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. J02 g z o CODN z �UW�u��m Q Z �W�Q (fit�YUu�m F— Z o � U-) W U 05.13.19 Dpher I Sabour FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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. ROOF FRAMING PLAN SHEET SIA SHEET 7 OF A BOUNDARY OF SHEATHING � EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES — EXAMPLE OF UNSUPPORTED . (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS Cox MAX. (UON) RATED SHEATHING, SEE GENERAL NOTES SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" FASTEN L6x6xY4" A36 FASTEN TO EXISTING LINTEL w/ %"x6" A36. THREADED RODS EPDXIED 5", SPACE @ 8" O.C. STAGGERED. PROVIDE SCREEN TUBES IN UNGROUTED CELLS TRIM HORIZONTAL FLAB OF ANGLE (COPE) (B( ENI GROUT FILLED CE DO NOT DAMA STUDS, ROOF TRUSSES, OR FLOOR JOISTS 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 4-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. EXISTING ROOF MEMBER. ROOF LEDGER BRICK VENEER 1-3j"x3j"xj" LOOSE ANGEL SECTION A— A XISTING CMU WALL FASTEN L6x6xY4" A36 FASTEN TO EXISTING LINTEL w/ 5/8"x6" A36. THREADED RODS EPDXIED 5", SPACE ® 8" O.C. STAGGERED. PROVIDE SCREEN TUBES IN UNGROUTED CELLS CUT )/4" GROOVE IN EXISTING CMU WALL .) SLIDE IN STEEL ANGLE �.) INSTALL BOLTS REMOVE WALL BELOW ANGLE FOR NEW OPENING /„ 2 2x4 MEMBERS: (1) ROW OF 10d NAILS @ 4" O.C. 2x6 M MBERS: (2) ROW OF 1 O NAILS I® 4" O.C. STAGGERED 2x4 OR 2x6 POST 1 V2 (3) ROW OF 10d (3)ROWS OF 63/4" NAILS 8" O.C. ° ° TRUSSLOK STAGGEREDENGINEERED WOOD ° N FA TENERS @ 24"o.c ° N ! AS SHOWN ° ° ° 2x8 POST BUILT - UP SCALE: 3/4" 1 (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS ® 24"o.c AS SHOWN 4—I L I 1 1 1 1 1 1111 3—PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS MEMBER FASTENING -0" a OFFICE COPY JL 0gz u oO�W��'�w Qu?��F2 V) C55 migg Ln W u 05.13.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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. TYPICAL WOOD FRAME DETAILS SHEET S2.0 SHEET 8 OF 9 (3) ROWS 12d N AT 12" O.C. EA. SIDE. —PLY (4) ROWS 12d AT 12" O.C. EA. SIDE. 3—PLY LESS THAN 14" BEAM (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS ® 24"o.c AS SHOWN 4—I L I 1 1 1 1 1 1111 3—PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS MEMBER FASTENING -0" a OFFICE COPY JL 0gz u oO�W��'�w Qu?��F2 V) C55 migg Ln W u 05.13.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No. ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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. TYPICAL WOOD FRAME DETAILS SHEET S2.0 SHEET 8 OF 9 ROOF SHEATHING PER CONSTRUCTION SPECS. ROOF TRUSSES OR JOIST. UPLIFT CONNECTOR SEE PLAN TYPICAL P.T. PLATE 2x8 P.T. SYP#2 '/2"0 THREADED ROD DRILLED & EPDXIED W/ 8" EMBEDMENT AT 24" O.C. w/ 2x2xY8" PLATE WASHER. 2x4 BLOCKING AT EVERY OTHER TRUSS SPACE. 8x16 BOND BEAM w/ 1- #5 T&B CONT. TYP. CMU WALL, SEE PLAN FOR TYP. WALL REINF. ROOF AND WALL FRAMING SCALE: N.T.S 25" LAP MIN. 1-#5 VERTICAL EACH NER, INTERSECTION, PACING INDICATED PLAN OR SCHED. z 8" CMU WALL. Q a J N DRIZONTAL TIE BEAM ORCING (ONLY ONE SHOWN FOR CLARITY). a: TYPICAL HORZONTAVCORNER SPLICE SCALE: 3/4" = 1'-0" 8" CMU WALL. FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU w/ '/4 "OxV/4" TAPCONS © 24"o.c INSTALL 3 MIN. EACH SIDE. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK 6 STRUCTURAL WINDOW/DOOR BUCK S2.1 SEE 1/S2.1 FOR INFORMATION NOT SHOWN. 16" CMU LINTEL TOP PLATE TO LINTEL- 1/2"0 INTEL'/2"4 THRI-ADED ROD DRILLED & EPDXIED w/ 8" EMBEDIMENT 0 24" O.C. w/ 2.x2xYs" PLATE WASHER. NOTES: 1. USE THESE LINTEL DETAILS U.O.N. ON PLANS. 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL. TYPICAL CMU LINTEL SCALE: 3/4" TOP LINTEL BLOCK OPEN BOTTOM LINTEL BLOCK, w/1-#5 TOP CONT. BOTTOM LINTEL BLOCK PRE -CAST LINTEL BLOCK, W/1-#5 CONT. FOR OPENING OVER 4'-4 FOR OPENING TO 4'-4" TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5 2-#5 VERTICAL EACH FOF VERTICAL EACH SIDE SIDE OF OPENING. OPENING, TYPICAL WALL OPENING, REINF. SEE SEE PLAN SCHED. ON PLAN. PLAN VIEW AT TYPICAL WINDOW DOOR OPENING CMU JAMB REINFORCING SCALE: 3/4" = 1'-0" -#5 VERT. 3 . 8x12 CMU CMU/CONC. BOND BEAM AT TOP OF WALL, SEE 6/SO. 8" CMU WALL— AS PER PLAN c� z f= - O O Ill CD z F- 0 0 o ¢ bizw j OU) 8x8 PRE -CAST LINTEL, SEE 4/S0.1 FOR OVERALL LINTEL DEPTH AND REINFORCING WALL ELEVATION 8x16 BOND BEAM w/1-#5 TOP + BOTTOM. HOOK VERTICAL WALL REINF. AT TOP OF WALL INTO CONC. TIE BEAM OR CMU BOND BEAM. IF WALL TERMINATES AT STAB, HOOK REINF, INTO SLAB. a- w V) Qwzw J0ON JOINT REINF. AT 16"O.c a_w (n C -)Q w z w — co 0 D_ DWLS. TO MATCH VERTICAL REINF. (TYP. U.N.O.) CLEAN OUT HOLE AS REQUIRED WALL FOOTING SEE PLAN WALL SECTION LOW HT. GROUTING NOTES: 1. USE 5'-0" GROUT POUR HEIGHT FOR BAR SIZES #3 THRU #5. 2. USE 5' 0" GROUT POUR HEIGHT FOR BAR SIZES' #7 AND ABOVE. 3. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. FILL ALL CELLS SOLID WITH GROUT THAT REQUIRE VERTICAL REINFORCING AND ALL CELLS BELOW GRADE. TYPICAL WALL -REINF. SEE SCHED. ON PLAN. 07I co zz J O a. U w wCn wo Nz Q cn zz J O nw .J w (n wo (/) z Q PLAN SECTION HIGH HT. GROUTING NOTES: 1. MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-0". 2. IF HIGH LIFT GROUTING IS USED, REINF. SHALL BE FULL HEIGHT AND A CLEANOUT HOLE IS REQ'D AT CELLS WITH REBAR. 3. GROUT SHALL BE PLACED IN 5' LIFTS TO PREVENT BLOWOUTS. 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. PICAL WALL REINFORCEMENT ALE: N.T.S OFFICE COPY -J(D g z o mzjn�ut-W w u r u, -u-) m< Z oa U-) w u i `o\a4RI J,r��S. .•�eCE�;F• �:� • 46 S TE rlrlul 05.13.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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. TYPICAL MASONRY WALL DETAIL SHEET 52.1 SHEET 9 OF A —• JAMB REINF. SEE 2/S0.1 I I I WALL ELEVATION 8x16 BOND BEAM w/1-#5 TOP + BOTTOM. HOOK VERTICAL WALL REINF. AT TOP OF WALL INTO CONC. TIE BEAM OR CMU BOND BEAM. IF WALL TERMINATES AT STAB, HOOK REINF, INTO SLAB. a- w V) Qwzw J0ON JOINT REINF. AT 16"O.c a_w (n C -)Q w z w — co 0 D_ DWLS. TO MATCH VERTICAL REINF. (TYP. U.N.O.) CLEAN OUT HOLE AS REQUIRED WALL FOOTING SEE PLAN WALL SECTION LOW HT. GROUTING NOTES: 1. USE 5'-0" GROUT POUR HEIGHT FOR BAR SIZES #3 THRU #5. 2. USE 5' 0" GROUT POUR HEIGHT FOR BAR SIZES' #7 AND ABOVE. 3. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. FILL ALL CELLS SOLID WITH GROUT THAT REQUIRE VERTICAL REINFORCING AND ALL CELLS BELOW GRADE. TYPICAL WALL -REINF. SEE SCHED. ON PLAN. 07I co zz J O a. U w wCn wo Nz Q cn zz J O nw .J w (n wo (/) z Q PLAN SECTION HIGH HT. GROUTING NOTES: 1. MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-0". 2. IF HIGH LIFT GROUTING IS USED, REINF. SHALL BE FULL HEIGHT AND A CLEANOUT HOLE IS REQ'D AT CELLS WITH REBAR. 3. GROUT SHALL BE PLACED IN 5' LIFTS TO PREVENT BLOWOUTS. 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. PICAL WALL REINFORCEMENT ALE: N.T.S OFFICE COPY -J(D g z o mzjn�ut-W w u r u, -u-) m< Z oa U-) w u i `o\a4RI J,r��S. .•�eCE�;F• �:� • 46 S TE rlrlul 05.13.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME PETER RESIDENCE SSE No, ZEKE 19-0135 ISSUE DATE PERMIT 05.13.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 ADDITIONAL ENGINEERING OR INSPECTION 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. TYPICAL MASONRY WALL DETAIL SHEET 52.1 SHEET 9 OF A BUILDING CODE SUMMARY N C31 PROJECT DESCRIPTION: THE PROJECT IS... APPLICABLE CODES: FLORIDA BUILDING CODE, 6TH EDITION (2017), BUILDING (FBCB ) WITH SUPPLEtVIENTS FLORIDA BUILDING CODE, 6TH EDITION (2017), PLUMBING (FBCP) FLORIDA BUILDING CODE, 6TH EDITION (2017), MECHANICAL (FBCM) NATIONAL ELECTRICAL CODE, 2014 (NEC) FLORIDA BUILDING CODE, 6TH EDITION (2017). ACCESSIBILITY (FBC.A) FLORIDA FIRE PREVENTION CODE, 6TH EDITION (FFPC) FLORIDA STATUTES: F.S. 161.54 (50% RULE): IF THE COST OF CONSTRUCTION EXCEEDS 5017. OF THE BUILDING VALUE PER THE PROPERTY APPRAISER'S WEBSITE, THE ENTIRE STRUCTURE WILL NEED TO COMPLY WITH CURRENT CODE. �0C USE AND OCCUPANCY CLASSIFICATION - FBCB CHAPTER 3: 302 - CLASSIFICATION: RESIDENTIAL R-3 (FBCB 304) TYPES OF CONSTRUCTION - FBCB CHAPTER 6: SECTION 602 - CONSTRUCTION CLASSIFICATION TYPE VB � TABLE 601 - FIRE-RESITANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: STRUCTURAL FRAME 0 BEARING WALLS - EXTERIOR 0 BEARING WALLS - INTERIOR 0 NON-BEARING WALLS & PARTITIONS - EXTERIOR 0 NON-BEARING WALLS & PARTITION - INTERIOR 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 ,GENERAL BUILDING HEIGHTS AND AREAS - FBCB CHAPTER 5 TABLE 503 - ALLOWABLE HEIGHT AND BUILDING AREAS: MAX BUILDING HEIGHT: ALLOWABLE: 40'-0" PROPOSED: EXISTING (NO CHANGE) MAX AREA: ALLOWABLE: UNLIMITED PROPOSED: 1917 SF FIRE -RESISTANCE -RATED CONSTRUCTION - FBCB CHAPTER 7 WITHIN FIRE DISTRICT: ( ) YES (• ) NO SPRINKLED: ( ) YES (• ) NO FLORIDA BUILDING CODE, RESIDENTIAL SECTION R303 LIGHT, VENTILATION AND HEATING R303.1 HABITABLE ROOMS HABITABLE ROOMS (LIVING ROOMS, DINING ROOMS, KITCHENS, AND BEDROOMS) SHALL HAVE WINDOWS WITH GLAZED AREAS GREATER THAN 8% OF THE ROOM AREA OR SHALL HAVE LIGHTING SUFFICIENT TO PROVIDE 6 FOOTCANDLES ARTIFICIAL ILLUMINATION @ 30" AFF. R303.3 BATHROOMS BATHROOMS SHALL HAVE WINDOWS WITH MINIMUM GLAZED AREA OF 3% OF THE ROOM AREA 1/2 OF WHICH SHALL BE OPENABLE OR ARTIFICIAL LIGHT AND MECHANICAL VENTILATION PER M 1507 SHALL BE PROVIDED. R303.4.2 EXHAUST OPENINGS: EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. R303.5 OUTSIDE OPENING PROTECTION: EXHAUST OPENINGS SHALL BE PROTECTED WITH SCREENS OR GRILLES HAVING 1/2" MAX. OPENINGS IN ANY DIRECTION . SECTION R304 MINIMUM ROOM AREAS 8304.1 MINIMUP✓I AREA: AT LEAST ONE ROOM EXCEEDS 120 SF R304.2 OTHER ROOMS: BEDROOMS EXCEED 70 SF SECTION R305 CEILING HEIGHT R305.1 MINIMUM HEIGHT ALL CEILINGS EXCEED 7 FEET IN HEIGHT SECTION R307 TOILET, BATH AND SHOWER SPACES R307.2 BATHTUB AND SHOWER SPACES WALLS ABOVE THE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS SLEEPING ROOMS AND HABITABLE ATTICS SHALL HAVE DOORS OR WINDOWS MEETING THE FOLLOWING REQUIREMENTS MAXIMUM SILL HEIGHT: 44 INCHES AFF MINIMUM OPENING AREA: 5.7 SF MINIMUM OPENING HEIGHT: 24 INCHES MINIMUM OPENING WIDTH: 20 INCHES 8310.1.4 OPERATIONAL CONSTRAINTS: THE WINDOWS IN BEDROOMS SHALL BE OPERATION 0 THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. DRAWING INDEX SQUARE FOOTAGES: A0: Drawing Summary Type Gross Area Heated Area Effective Area D1: Demo 1st Floor Finished Encl Porch 289 0 173 D2: Demo 2nd Floor Finished upper story 1 119 119 113 Al: Floor Plan 1 st Floor Finished upper story 1 1350 1350 1282 A2: Floor Plan 2nd Floor Finished Det Garage 982 0 589 A3: Elevations Finished upper story 1 509 509 484 El- Elec 1st Floor Finished Open Porch 176 0 53 E2: EIeC 2nd Floor Finished Open Porch 88 0 26 S1: Roof Plan Base Area 3202 3202 3202 S2: Wall Sections Finished Open Porch 110 0 33 W1: Window Flashing Base Area 46 46 46 Finished Open Porch 168 0 50 Finished Open Porch 176 0 53 Total 7215 5226 6104 TOTAL SQ FT ADDED: 512 SF HEATED AND COOLED UNDER EXISTING ROOF Aw`. 40 D in 1 Alf --i 17, OCEAN BOULEVARD {6thWJWT OF Wkr t K^ ISI T} N 0.5`)Q*nA* W a stn • �r ..... _ (AUF48' E PLOT LACI: SCALE: NOT TO SCALE f 50.13' 150.000 BEACH AVENUE OLY NWT of FAV) 01' r GENERAL NOTES!-, 1. DO NOT SCALE DRAWINGS. 2.. IF THE CONTRACTOR DISCOVERS DISCREPANCIES BETWEEN DRAWINGS AND THE CONDITIONS FOUND ON-SITE, CONFLICT]NG 1NFCRMA`nON BETWEEN DRAWINGS, AND/DISCIPLINES, S PLIC I G 'T INFORMATION WEEN IDr�':�::WINGS THE VARIOUS MEDIATELY CONSULT THE ARCHITECT . �.'• ` ,= ' .. BEFORE PROCE NOS THE WORK. SHOULD THE CONTRACTOR PROCEED WITH WORK BAS D ON ASSUMED INTENT, CONFLICTING INFORMATION, AND/OR _ INCOMPLETE INFORMATION, HE/SHE DOES SO AT HIS/HER OWN RISK AND MAY BE HELD LIABLE FORtOTH THE UNAPPROVED WORK AND ANY WORK TO RESTORE CONDITIONS TO,THEIR ORIGINAL STATE. 'i 3.. THESE DRAWINGS ARE BASED ON THE REASONABLY AVAILABLE INFORMATION AND READILY 'VIS BLE CONDITIONS AT THE TIME OF THE ARCHITECTS SURVEY AND}' �. OR BEGINNING THE ARCHITECT'S WORK. THE CONTRACTOR SHALL IMMEDIATELY CHE ARCHITECT IF, UPON REMOVING EXISTING ELEMENTS, STRUCTURES, 150=.AND/OR ASSEMBLIES, UNDOCUMENTED CONDITIONS ARE DISCOVEREq. 4. MECHANICAL PUCT SIZING, VENT SONG AND QUANTITY PER HVAC ENGINEER OR SUB CONTRA TOR. DESIGN SHOWN INDICATES INTENT TO ALIGN DIFFUSERS, NOT SYSTEM DES N. SYSTEM TO BE DESIGNED BY ENGINEER OR QUALIFIED L INSTALLER. CONSULT ARCHITECT IF NUMBER Of DIFFUSERS VARIES FROM NUMBERS SHOWN. TYP. IIS i 5. PROVIDE SHOPAWINGS FOR ALL MILLWORK PRIOR TO FABRICATION'. 6. PROM DE BLC ING / REINFORCEMENT BEHIND ALL WALL MOUNTEC M. LLWORK. -- 7. VERIFY APPLIANCE SIZES W/ OWNER PRIOR TO FABRICAT N G ADJACENT P M_LLWORK OR MILLWORK TO RECEIVE AR'L AN CES. w 8. APPLIANCES SHOWN ARE BAS'S -OF -DEIGN C,NLY. "VERIFY ACTUAL PRODUCT SELECTIONS WITH OWNER. 9. CONTRACTOR MALL VISIT THE SITE DURING BIDDING AND SHALL FAMILIAR! ZE HIM OR HERSELF WITH THE EXISTING CONDITIONS. 14. CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMIT'S FOUR THE WOR: INDICATED. I 11. ALL WOR< SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODE A,.. _) CURRENT FLOR DA FIRE PREVENTION CODE. 12. ALL BLOCKING IN EXISTING FIRE RATED WALLS SHALL BE FIRE RETARDANT TREATED WOOD 0711 METAL STRAP TO PRESERVE ASSEMBLY FIRE RATING. Aa.3' 13. PROVIDE BLO7CNG / REINFORCEMENT BEHIND ALL GRAB BAR LOCATIONS '14. OWNER SHALL ',:OMMISSION A STRUCTURAL ENGINEER FOR ANY AND ALL WORK EFF C f ! _=DESCRIBIN G LOAD-BEARING ASSET LIES. THE STRUCTURAL ENGINEER'S lr'ItOR< I REGARD TO MEMBER SIZES. STRUCTURAL CONNECTIONS. MEMB=R SPANS. =OYNDA 1O3N ASSEMBLY AND ALL OTHER ASPECTS OF THE WORK BEARING THE LOAD& ECESSARY FOR THE SAFE AND FUNCTIONAL SOUNDNESS OF THE BUILDING SHALL SUP ERSEDE THESE DRAVANGS. LOCATION PLAN; €AST �I��,r,#�eJ�w,,°I�tt►tric T iTo Beach 5�1r Palm Valley CLIENT S1&4A7L%9 NS AO DRAWN SY: i7YV,+4YNls ,^I4me DAM -1-13-ICY TMM PLANS Ales POR Tfd ex j.01VZ use OP "41'M 1W M&OW AND AIN NOT TD ge r2mom4w REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIRE10ENTS AND CONDITIONS REVIEWED BY:"`��---�f�- DATE: -7, OFFICE COPY N C31 N � 0ct �0C bq � CLIENT S1&4A7L%9 NS AO DRAWN SY: i7YV,+4YNls ,^I4me DAM -1-13-ICY TMM PLANS Ales POR Tfd ex j.01VZ use OP "41'M 1W M&OW AND AIN NOT TD ge r2mom4w REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIRE10ENTS AND CONDITIONS REVIEWED BY:"`��---�f�- DATE: -7, OFFICE COPY COURT G.H. 10'-3 1/2" HALL I I G.H.10'-II" i ii EXIST. 9 G.H. 10' -II" DEMOLITION NOTES I. REMOVE EXI5TI% GON5TRUGTION A5 INDIGATED IN THE DRANINC75 UNLE55 NOTED OTHERHISE. 2. DEMOLITION HORK SHALL BE EXEGVTED IN GONFORMANGE WITH ALL GODE5 AND ORDINANGE5 A5 5ET FORTH BY ALL 60VERNIN6 AUTHORITIE5. 3. BRACE ALL EXI5TI% 5TF16TLJRE OR 5TR IGTURAL ELEMENTS A5 NEGE55ARY DURIN6 DEMOLITION. 4I " I EXIST NSERYATO�RY I I / / EXIST, ZKAY G.H. 10'-4 3/16" 01 INOROOM M G.H. V-11" dHWAT I I I I I 'I i i N LUX_ PORCH G.H. II' -b 1/2" I I L - FIRST PL,OOK CMMOLITION PLAN nommommommom- 56ALE: 1/4' = I' -O" I I I I I I I I I i -- — — — — — — — — — —--� 5" 101 Rai EXIST. NTRY G.H. 10'-3 1/2" n V y OFFICE COPY GLIZNT SIGNATURE SHWT: E) I DRAWN BY: DWAYNE WHIT DATE: -/-13-18 TH_SE PLANS ARE POR THE EXCLUSIVE USE OF WHITE INK DESIGN AND ARE NOT TO BE REPRODUCED N N M Q � � UO ct g.- a w oc GLIZNT SIGNATURE SHWT: E) I DRAWN BY: DWAYNE WHIT DATE: -/-13-18 TH_SE PLANS ARE POR THE EXCLUSIVE USE OF WHITE INK DESIGN AND ARE NOT TO BE REPRODUCED 2. DEMOLITION NORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL 6OVERNIN6 AUTHORITIES. 5. BRACE ALL EXI5TINO STRUCTURE OR STRUCTURAL ELEMENTS A5 NECESSARY DURING DEMOLITION. 5CALE: 1/4" = I'-0" 11 m CLIENT SIONATME 5HEET: ID �>, DRAWN 6Yl DWP.YNE WHITE DATE: 7-13-18 "-ESE PLANS ARE FOR THE EXCEU5IVE USE OF WHITE INK DESION AND ARE NOT TO SE REPRODUCED N Q1 N � cd U cd Q M O cd c'n Q H CLIENT SIONATME 5HEET: ID �>, DRAWN 6Yl DWP.YNE WHITE DATE: 7-13-18 "-ESE PLANS ARE FOR THE EXCEU5IVE USE OF WHITE INK DESION AND ARE NOT TO SE REPRODUCED CLIENT S14MATURE \ SHEET: —N I DRAWN SY- DWAYNE WHITE= DATE: "1 -13 -Ib T -EEE MANS ARE FOR THE ExoLU61YE USE OP WHITE INK MWON AND ARE NOT TO EE REPRODUCED I N O� O M O U Q M O ct ooc C/1 CLIENT S14MATURE \ SHEET: —N I DRAWN SY- DWAYNE WHITE= DATE: "1 -13 -Ib T -EEE MANS ARE FOR THE ExoLU61YE USE OP WHITE INK MWON AND ARE NOT TO EE REPRODUCED I 1�'�RO�1D0SM SECOND INLOOR PLAN 5GALE: 1/4"= 1'-0" OFFICE COPY J). GLIENT SIGNATURE SHIMT: —N DRAWN BY: r->P4AYNE k4HITE DATE: -T-13-la THESE PLANS ARE FOR THE EXCLUSIVE USE OF WHITE INK DESIGN Atm ARE NOT TO Be REPRODUCED N O N � M � � U ct ct 00 bl� GLIENT SIGNATURE SHIMT: —N DRAWN BY: r->P4AYNE k4HITE DATE: -T-13-la THESE PLANS ARE FOR THE EXCLUSIVE USE OF WHITE INK DESIGN Atm ARE NOT TO Be REPRODUCED CLIENT SIGNATURE \ 5HIMT: -'N :3 MMN BY: C414AYNE WHITE DATE: 7-13-18 THEM IOLAN5 ARE I°OR THE° EXCLUSIVE USE OF KHITE INK DESIGN ANP ARE NOT TO 5E REPRODUCED N O N 4-, � � v cd 04 � CLIENT SIGNATURE \ 5HIMT: -'N :3 MMN BY: C414AYNE WHITE DATE: 7-13-18 THEM IOLAN5 ARE I°OR THE° EXCLUSIVE USE OF KHITE INK DESIGN ANP ARE NOT TO 5E REPRODUCED CLIENT SIGNATURE \ SHEET: ]Er MAP* BY: 0P AYNE WHITE DATE: T -13 -IB THOSE PLANS ARE FOR THE EXCL.USIVB USE OF WHITE INK DO516N AND ARE NOT TO SO REPRODUCED N o � O U ct Q O M cd CLIENT SIGNATURE \ SHEET: ]Er MAP* BY: 0P AYNE WHITE DATE: T -13 -IB THOSE PLANS ARE FOR THE EXCL.USIVB USE OF WHITE INK DO516N AND ARE NOT TO SO REPRODUCED NO I. IN5TALL / RE-GALGULATE HVAG FOR NEW GONDITIONED 5PA6E5: EXERCISE ROOM, FIRST FLOOR FLEX ROOM, VESTIBULE, 5EGOW FLOOR FLEX ROOM, CONSERVATORY, 5EGOND FLOOR 5TUDY BY A LIGEN5ED MEGHANIGAL ENGINEER. 2. INSTALL LOW VOLTAGE 5OUND 5Y5TEM (GONNEGT TO EX15T. 5OUND 5Y5TEM) FOR NEW GONDITIONED 5PAGE5: EXERG15E ROOM, FIR5T FLOOR FLEX ROOM, VESTIBULE, 5EGOND FLOOR FLEX ROOM, GON5ERVATORY, 5EGOND FLOOR STUDY BY A LIGEN5ED MEGHANIGAL ENGINEER. MLiGTRIGaI. L2dWW DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET FLOOR OUTLET HALF-5WITCHED DUPLEX OUTLET ® 220 VOLT 5ERVI6E GONNEGTION E� WALL MOUNTED LIGHT LIGHT 5WITGH 3 -WAY 5WITGH CEILING LIGHT GANNED LIGHT O EYEBALL LIGHT ont CEILING FAN GEILING FAN WITH LIGHT cti EXHAUST FAN -� EXHAU5T FAN WITH LIGHT DOUBLE FLOOD LICHT5 ►- TELEPHONE JACK -10 GABLE TELEV15ION JAGK 911- SMOKE DETECTOR 91I- GARBON MONOXIDE PETE(TOR5 TDO GARAGE DOOR OPENER 0 JUNCTION BOX = UNDER MOUNT LIGHT © 4 BULB FLOUREGENT LIGHT NOTE: I. GARBON MONOXIDE DETEGTOR5 MUST BE NO MORE THAN 10' FROM EACH BEDROOM ENTRY AND THROUGHOUT THE RE5IDENGE SMOKE DETEGTOR5 MUST BE IN5TALLED WITHIN THE BEDROOM5 AND JU5T OUTSIDE OF BEDROOM5 THROUGHOUT THE RE5IDEN6E. r I I I I I I i I r-------------------� I I I I I I I I I I I i N I I I --------------- ------- ---------- ---------- I I 5GALE: 1/4" - 1'-0" Q � OFFICE COP cn c� al CLIENT 516NATURE 5HMT: 1E-ld2 DRAWN 5Y: I:;11^4.AYNE WHITE DATE: -1 -13 -IB THEA PLANS ARE FOR THE EXCLUSIVE USE OF WHITE INK DE516N AND ARE NOT TO Me REPRODUCED N O N j ~ U Q ct O M ct a oc �E-+O 5 cn c� al CLIENT 516NATURE 5HMT: 1E-ld2 DRAWN 5Y: I:;11^4.AYNE WHITE DATE: -1 -13 -IB THEA PLANS ARE FOR THE EXCLUSIVE USE OF WHITE INK DE516N AND ARE NOT TO Me REPRODUCED CLIENT CLIENT SIONATURE \ SHEET: si pRAiVN BY, DNAYNE k4H I TE DAT:: -7-13-15 THESE PLANS ARE FOR THE EXOLUSIVE USE OF rIHITE INK DESIGN AND ARE l+OT TO Be REPRODUCEp N O N j M �O U U CLIENT CLIENT SIONATURE \ SHEET: si pRAiVN BY, DNAYNE k4H I TE DAT:: -7-13-15 THESE PLANS ARE FOR THE EXOLUSIVE USE OF rIHITE INK DESIGN AND ARE l+OT TO Be REPRODUCEp CLIENT SIGNATURE SHEET: DRAWN BY: 1DW,4YNE WHITE DATE: 7- I E5- 18 THESE PLANS ARE FOR THE EXCLUSIVE USE OF HHITE INK DESIGN AND ARE NOT TO SE REPRODUCED N CIA M � � cr Q CLIENT SIGNATURE SHEET: DRAWN BY: 1DW,4YNE WHITE DATE: 7- I E5- 18 THESE PLANS ARE FOR THE EXCLUSIVE USE OF HHITE INK DESIGN AND ARE NOT TO SE REPRODUCED GLIENT SIONATURE \ SHEET: PRAWN BY: r->kgA r VE WHITE PATE: 7-13-18 THOSE GLANS ARE POR THE EXGWSIVE USE CP WHITE= INK DESIGN AND ARE NOT TO Be REPRODUcLp N M � O bJJ � cr Q GLIENT SIONATURE \ SHEET: PRAWN BY: r->kgA r VE WHITE PATE: 7-13-18 THOSE GLANS ARE POR THE EXGWSIVE USE CP WHITE= INK DESIGN AND ARE NOT TO Be REPRODUcLp